OFFICE OF THE MUNICIPAL COUNCIL, PALI (RAJ.)

NAME OF WORK :- Construction of Earthen Dam near Mahesh Vatika, Pali

DETAIL CUM ABSTRACT OF COST

(As per RUIDP ISOR 2013)

Item NO. L B/W H/D Qty. Rate Per Amount

1

2 78 10.25 0.30 479.70

1 78 3.00 0.30 70.20

1 78 6.00 0.30 140.40690.30 42.00 Cum 28992.60

2

2 78 0.75 1.05 122.85

1 25 1.35 5.00 168.75291.60 169 Cum 49280.40

S.No.

Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4.

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below naturalground / Road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. Depth upto 1.5 m

3

2 78 0.75 0.15 17.55

1 78 9.00 0.1 70.20

1 78 3.00 0.1 23.40

1 78 6.00 0.1 46.80157.95 3160 Cum 499122.00

4

2 78 10.25 0.15 239.85

1 78 9.00 0.2 140.40380.25 762.00 Cum 289751

5

2 78.00 10.25 0.10 159.90 3480.00 Cum 556452

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm. nominal size).

Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layerswith motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratoryroller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size).

6

2 78 10.25 0.30 480

Toe wall 2 78 0.60 0.90 84

U/s appron 1 78 3.00 0.30 70

D/s appron 1 78 6.00 0.30 140

775 2780.00 Cum 2153221

7

2 78 10.25 1599

U/s appron 1 78 3.00 234

D/s appron 1 78 6.00 468

2301 221.00 Sqm 508521

8

2 78.00 9 0.5 70.20 171.00 Cum 12004

Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)

Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) : Raised and cut pointing

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and leadupto 1000 metre as per MoRT&H specification clause 301.In all type of soil

9

1 78.00 9 0.2 105.30 5180.00 Cum 545454

10

Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.diversion. PCC M-30

Supply, Installation, Testing and Commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and

1 64800.00 SET 64800

11

1 25.00 25.00 2230.00 Mtr 55750

having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating NutASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for over all dimensions as per approved GA drawing complete in all respect as per specification and irection of Engineer for following PEAK FLOW up to 3m channel depthUp to 5 MLD

Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer.900 mm diameter

12

900 mm internal diameter 1 25.00 25.00 5670.00 Mtr 141750Total 4905098

SAY RS. 49.05 LACS.

Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional testing of the sewer pipe line (including cost and conveyance of water to site) etc., complete as per specification and / or as directed by Engineer.

OFFICE OF THE MUNICIPAL COUNCIL, PALI (RAJ.)

G - SCHEDULE

1. Name of Contractor :

2. Name of Work : Construction of Earthen Dam near Mahesh Vatika.

3. Earnest Money : 98,000/-

4. 1/2% Earnest Money : 24,500/-

5. Tender Fees : 500/-

6. Date of Tender Receiving : 03-11-2014

Item Qty. Rate Per Amount

1

690.30 42.00 Cum 28993

2

291.60 169 Cum 49280

3

157.95 3160 Cum 499122

4

380.25 762.00 Cum 289751

NIT - 12/01-10-2014Work No. - 03

S.No.

Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4.

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm. nominal size).

Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material

5

159.90 3480 Cum 556452

6774.54 2780 Cum 2153221

72301 221 Sqm 508521

8

70.20 171 Cum 12004

9

105.30 5180.00 Cum 545454

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size).

Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)

Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) : Raised and cut pointing

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil

Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.diversion. PCC M-30

10

1 64800 SET 64800

11

25.00 2230.00 Mtr 55750

12

25.00 5670 Mtr 141750

Total 4905098

1. The work shall be carried out as per specification and in accordance with RUIDP ISOR 2013.

2. The excess items if any shall be carried out as per RUIDP ISOR 2013.

Executive EngineerMunicipal Council Pali.

Supply, Installation, Testing and Commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for over all dimensions as per approved GA drawing complete in all respect as per specification and irection of Engineer for following PEAK FLOW up to 3m channel depthUp to 5 MLD

Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer.900 mm diameter

Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional testing of the sewer pipe line (including cost and conveyance of water to site) etc., complete as per specification and / or as directed by Engineer. 900 mm internal diameter

I/We Tenderat …………………………………………………………………………………In words……………………………………………………………...…………………………

Signature of Contractors.