Renovation Of Bariya Jamindari Bandh In Panchayat Chatrochatti Under Block Gomia, District - Bokaro
Tender Value
37.96 Lakhs
Estimated cost
Bid Submission
11 Oct 2022
0 days left
EMD
76000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gomia → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Bariya Jamindari Bandh In Panchayat Chatrochatti Under Block Gomia, District - Bokaro
BOQ
| Sl. No. | Item Description |
| 1 | E/w in exavationin canal by the hydraulic exacavator as per designed section in all kind of soil, soil mixed with kankar, pebbles, and boulders upto 300 mm size and disposal of spoil upto 10 m with all lift all compelete as per specification and direction of E/I. (7.1.43.1) WRD. Part -B |
| 2 | E/W in Exavation of canal by the hydrulic exacavator as per designed section in all kind of soil , soil mixed with pebble, and boulder upto 300 mm size and disposal of spoil upto 10 m with all lead and lift with all compelete job as per specification and direction of E/I. (7.1.43.2) Part -B |
| 3 | E/W in excavation ofcutoff trenches by hydraulic excavator in ordinary soil (vide classification of soil item A ) disposal of excavated earthso obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M as per specification and direction of E/I.WRD Part- B 5.1.9.1 |
| 4 | Providing Coarse clean sand local sand in filling in foundation treanched including ramming ,watering ,royalty and all other taxes compelete job as per specification and direction of E/I. (7.1.37) |
| 5 | Providing P.C.C./R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required graded as per disign approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttening or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibr tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. BCD 5.3.1.2 |
| 6 | Providing random rubble stone masonary in CM (1:4) in foudation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5including cost of screening, raking out joints to 20mm depth, curing, taxes and royality etc. complete job as per specificition and direction of E/l. WRD Part-A5.2.28 |
| 7 | Providing random rubble stone masonary in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2 to 2.5) washed and screened with risking out joints to 20mm depth, curing scaffolding and its removal where required royalty and all taxes etc. complete Job as per specificition and direction of E. (Part-A (5.2.31) |
| 8 | Supply and laying boulder in Rock toe hill trenches of the dam as per design drawing including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I. Part A 5.6.3 |
| 9 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screenedand its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. WRD 7.5.5 (Comman-Part-A- 5.7.12) |
| 10 | S/F/F M.S. Gate (450 mm x 450 mm) size all complete job as per specification and direction of E/I. BCD 5.5.35 |
| 11 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l. Part-A 6.7.6 |
| 12 | Dewatering by 10 HP diesel pump all complete job.(Part-B PM-29 Page - 83) |
| 13 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. WRD Part-B 6.1.16 |
| 14 | NP2 R.C.C Hume pipe with collar as per I.S.S. 458-1971 complete as per specification and direction of E/l.(250 mm Dia.) M300 WRD Page-84 |
| 15 | Labour for laying, fitting and fixing NP2 Hume pipe with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I.WRD Part - B (250mm dia)(7.6.1.2) |
| 16 | Carriage of Materials :- (i)Cement (Lead 10 km P) |
| 17 | (ii)Sand (Lead 9 km P + 01 km K) |
| 18 | (iii) Stone Chips (Lead 10 km P + 01 km K) |
| 19 | (iii) Stone Boulder (Lead 10 km P + 01 km K) |
| 20 | (iv)250mm N.P. - 2 H.P. (Lead 30 km P + 01 km K) |
| 21 | GST 18% |
| 22 | Labour Cess 1% |
AI Tender Summary
Tender Timeline
Oct 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 14, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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