Date: 2019

Sub Project Name:

Tash gozar Check Dam

Tash gozar Village

Saripul Sub River Basin

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JOBS NAME POSITION

DRAWING BY-

MANAGER OF PLANSSURVEY BY Sayed Wahid Ahmad& ENGINEERING SERVICES

I)ESIGNED BY

ENG. NAJlIllILLAII"IIAYAT" flEAD OF PLANS('IIECKED BY& ENGINEERING SERVICES

ENG. SA YEED RDIIULLAII DIRECTOR OF SARI PULA PPIlOVF;D 8,1 "SIIAIIAB" SUIlIlIVER BASIN

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NORTHERN RIVER BASINSARIPUL SUB BASIN

SARI PUL SUB RIVER BASIN

PROJECl' NAME, ITASfiGUZAR CfIECKDAM

TYPE OF PROJECT: I MASS CONCRETE RETAINING WALL

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ENG. NAJIIIULLAII "IIAYAT" II EAD OF PLANSIECKED B\& ENGINEERING SERVICES

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SURVEY BY I Sayed Wahid Ahmad ISLAMIC REPUBLIC OF AFGHANISTANMINISTRY OF ENERGY AND WATER

NORTHERN RIVER BASINSARIPUL SUB BASIN

DESIGNED BY TASI-ICUZAH. CHE(;KOAM

HEAD OF PLANS& ENGINHRING SERVICES

CIIECKEI) BY I ENG. NAJIBULLMI "IIAYAT" MASS CONCRETE RETAINING WALL

TASIIGUZAR VILLAGE rENTER OFSARI PUL I'ROVINrEE,~G. SAYEE!) ROIIULLAII"SItAIIAB"

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ENG. NAJIBliLLAIl "IIAYAT" IIEAD OF PLANSClIECKED IlY& ENGINEEIlING SERVICES

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NORTHERN RIVER BASINSARIPUL SUB BASIN

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TASIIGUZAR VILLAGE ('ENTER OF SARll'liL PROVINCE

TASHGUZAR CIIECKDAI\I

YPE OF PROJECT. IMASS CONCRETE RE rAINING WALL

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NORTHERN RIVER BASINSARIPUL SUB BASIN

SARI PUL SUB RIVER BASIN

TASHGUZAR CHECKDAM

MASS CONCRETE RETAINING WALL

TASIIGUZARVILLAGE CENTER OF SARII'UL PROVINCE

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J The essential equipment to be made available for the Contract of Tashguzar Check Dam by the successful..I Bidder shall be: -

.SIN Type of Equipment's Required

Number1 GCB (Small Excavator) 12 Jack Hummer Excavator For Hard Excavation (Rock) 0,.,

Double Drum Vibratory Rollers Compactor 1-'4 Water Tanker (about 15,000 liter capacity) 2

5 Tractor with Blade 06 Dump Truck (about 10 Cub capacity) 57 Reversible Plate Compactors 28 Vibrator 29 Concrete Mixer 310 Generator 10Kw 211 Water Pump with 1000 m pipe (Capacity 20 Lps) 212 Total station 113 Auto Level Machine 114 Measuring Tape 3

Bidders are allowed to propose different equipment with sufficient information to establish that their capacityis equivalent or more that the above.

Note: Costly equipment's (e.g. 1,4 and 5) may be deployed on "As and When required" basis.

Qualifications and experience of key personnel proposed for administration and execution of the Contract. [Attach biographical data ..l.l.}S I'~I J .)JI(.5ly(.5J).) .~ J~ (.54 Ji",...,.,;; y.)~ J ~w,

Years ofexperience Years of experience in proposed position*Position Qty (general)* .~ J~ ~.) (.5ly(.5.)\S."'-!y..:; (.54Jl....

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(a) Project/Contract 1 5 3

Manager (One)1 5 3

(b) Irrigation cum SurveyEngineer (One)

(c) Site Engineer cum I 5 3

Safety supervisor (1) -one per site

(d) Safety Engineer 1 4 3

(e) Geo Technical 1 4 4

Engineer(f) Q/C Engineer I 5 3

"/~<;~:!:;::~::?"'"Please attach CY and university Certificate of the above persons '1. ;;: , "'~. \ ,; \ <,\f. . ,.. c ...· ..••~,- ":'.~~.~i';;.-l . ~\'<.~ v'~'" ~

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SUMMARY BOQ OF Tash Guzar Check Dam (Check DamTemplate Structure)

No Item bill of quantity Quantity Unite Unit Rate Total Cost(Af) (Af)

1 Site Stripping, Cleaning and Grubbing: IScm 1 LSthick site stripping / clearance to layout thework before actual excavation which includesclearing of all herbs and shrubs, boulders as perthe dimension of the structure

2 Ordinary Soil Excavation: 3850 M3

Excavation in ordinary soil (in canal/river bedetc.) and disposal of surplus material up to amaximum distance of SOOmor as directed bysite engineer.

3 Air-Entrained Mass concrete(M200}: 1636 M3Supplying, Placing adding boulders, compactingand curing Air- entrainedMass concrete with 4.5 % to 7% of aired Vellumsby adding approved admixtures, includingformworks as per relevant drawing,specification and to the complete satisfaction ofthe site engineer.(%age of boulders in the massconcrete should not be more than 40% of totalvolume, also the size of the boulders should notbe neither more than 1/S'h the literal dimensionof the structure element, nor 20 em r whicheveris less).

4 Plaint Cement concrete(Qcc} (M200}: 140 M3Supplying, Placing ,compacting and curing Air-entrained PCC M-20 with 4.5 % to 7% of airedVellums by adding approved admixtures, as perrelevant drawing, specification and to thecomplete satisfaction of the site engineer

5 Joint QreQaratlon at each 15m: 40 MConstruction of expansion [oint at every IS mwith 20 cm wide PVCwater stop and cork filingincluding all materials and labors all as perrelevant drawing, specification and completesatisfaction of site engineer.

6 Air-Entrained Reinforced Cement concrete 51 M'(M250}:Supplying, Placing ,compacting and curing Air-entrained RCC M-25 with 4.5 % to 7% of airedVellums by adding approved admixturesincluding Steel Reinforcement framework, asper relevant drawing, specification and to thecomplete satisfaction of the site engineer.

7 ComQacted back f1ling: 1600 M3All backfilling materials shall be will graded -granular materials from selected materials of - -.excavation or approved source of borrow pits

'1l~ -~,. 't- ,,);'including compaction to 95% modified proctor in + • "layers of not more than 15 cm thickness in ~f; , \

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SUMMARY BOQ OF Tash Guzar Check Dam (Check DamTemplate Structure)

accordance to the relevant drawing andspecification and satisfaction of the siteengineer.

8 Gabion basket (lxlxlm) : Provide, install 15 M3

and fill the gabion basket (ixrxi) m with stone inplace, having mesh size not more than (80xlOO)mmas per relevant drawing, specification and completesatisfaction of the site engineer. (2.7 to 3) mmgalvanized mild steel wire should be used for themesh with zinc quantity not lessthan 260 gr/m2 and(3.4 to 4) mm galvanized mild steel wire with zincquantity of not less than 275 gr /m2 for the frame.The gabion boxes shall be fabricated 'Maccaferri'type or equivalent supplied by an approvedmanufacturer. The cageshall be constructed with 2.2mm dia. Galvanized mild steel wire.

9 Graded Gravel Filter: 3 MJ

supplying , placing and compacting granularfilter materials under gabion basket as perrelevant drawing as specification.

10 Stone Masonrll1:4 500 MJ

Providing and laying random rubble andcoursed stone masonry with cement sandmortar 1:4 as per relevant, Specifications and tothe complete satisfaction of the site engineer.

11 Wil1e holes 3": 60 Mproviding and installing pvc wipeholse with perrelevant, Specifications and to the completesatisfaction of the site engineer.

12 Stone Sign board: 1 LSPreparing and Installation of stone signboardspecification and complete satisfaction of thesite engineer.

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200 m3 /sec w...!~~I Uw.p.).u..

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