Construction Of Rcc Hume Pipe Culverts And Lining Works Construction Of Rcc Hume Pipe Culverts At Chainage 1756 M, 2446 M, 3557 M, 3777 M Of East Wrdc 806 M Of West Wrdc And Canal Lining Work Between Chainage 3380 M To 3620 M For Temporary Diversion Canal
Tender Value
4.39 Crore
Estimated cost
Bid Submission
08 Apr 2022
0 days left
EMD
8.78 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
barwadih → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Rcc Hume Pipe Culverts And Lining Works Construction Of Rcc Hume Pipe Culverts At Chainage 1756 M, 2446 M, 3557 M, 3777 M Of East Wrdc 806 M Of West Wrdc And Canal Lining Work Between Chainage 3380 M To 3620 M For Temporary Diversion Canal For Diversion Of Catchment Water
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Apr-2022 | Corrigendum-I | Date | 08-Apr-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork |
| 2 | Earth work in excavation of foundation trenches as per designed section in all kind of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of dam in the country side) within initial lead of 150M and initial lift of 1.5 M all lifts as per specification and direction of E/I. |
| 3 | Earth work in filling of masonary structure with semipervious or suitable earth in layers not exceeding 150mm thick well watered, rammed and compacted and finally dressed with suitable earth obtained from cutting from borrow pits with initial lead of 30m and lift of 1.50m complete job as per specification and direction of E/I |
| 4 | i) lead beyond 150m but upto 500m. |
| 5 | ii) lead beyond 500m but upto 1.00km. |
| 6 | Extra for earthwork in each additional 2 nos x lead of 25 m beyond initial as per specification and direction of E/I. (Specification revised vide TEC letter no.: 1867 (Anu) dated 09.12.88) ADDL. Extra for earthwork for 5nos.xeach subsequent lift of 1 M i.e 5M lift over initial lift of 1.5M for ordinary and hard soil = Rs. 12.19x2=24.38/- for ordinary or hard soil (vide classification of soil item A and B) = FIve nos. x each lead & lift of 5M i.e. 5 X (Rs. 12.19/-+Rs. 12.19)= Rs. 121.9/- for 50mtr addl. lead beyond initial lead and 5m lift. |
| 7 | Providing and laying PCC (M-150) with nominal mix of (1:2:4) at various component of canal with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royality and all taxes etc., excluding cost of form work as well as reinforcement its cutting, bending and placing complete job as per specification and direction of E/I. |
| 8 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) M-25 |
| 9 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) M-20 |
| 10 | Providing and Labour for laying, fitting and fixing NP -3 hume Pipe in line, level and grade as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I. NP3-1400 mm dia Pipe |
| 11 | Providing shuttering, including strutting proping etc. and its removal after use in various component of canal structure or embankment structure as per specification and direction of E/I |
| 12 | Providing T.M.T. (Fe 500) reinforcement as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per specification and direction of E/I |
| 13 | Dewatering in foundation trenches |
| 14 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with moter gradron prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achiev the desired density, complete as per clause 401. |
| 15 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an averge output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction |
| 16 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of specification. |
| 17 | Providing Stone Boulder of size 300 mm for Pitching |
| 18 | Labour charges for pitching on apron slopes of bank with stone boulders dully packed (uncrated ) complete job (materials with in 150M and all lifts as per specification and direction of E/I. |
| 19 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinking the required quantity of water with, making arrangment for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. |
| 20 | Providing and placing sand fliter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of canal, below lining including the cost of watering,compaction,royalty and other taxes as per specification and direction of E/I |
| 21 | Earthwork in lip cuting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. |
| 22 | Providing 100mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3) in side and bottom curved portion of the canal in panel with constructiion joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I |
| 23 | ProvidingCC longitudional sleeper in M-150 with nominal mix of (1:2:4) with well graded chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3). (Size 200X150 mm X 4nos. = 0.06 m2). |
| 24 | ProvidingCC transverse sleeper in M-150 with nominal mix of (1:2:4) with well graded chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3) at 3m interval. |
| 25 | Supplying, fixing and fitting rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I |
| 26 | Providing, laying hessian cloth (0.3kg per M2cot) |
| 27 | ProvidingCCdowel in M-150 with nominal mix of (1:2:4) with well graded chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3) |
| 28 | Stone boulder of size 300mm for pitching in canal bed and side slope including carriage charges. |
| 29 | Providing, fitting, fixing Pressure Release Valve in canal bed and side slope as per approved desing drawing and direction of E/I. NRV pocket in bed (in cutting @ 15m C/C) |
| 30 | 50mm dia Non Returningvalve |
| 31 | Providing and placeing sand filter free from clay and other organic material (F.M. 2.5 to 3.0) in slope and bed of the canal , below lining includin the cost of watering , compaction , royality and other taxes as per specification and direction of E/I.(where depth of cutting is more than 6M |
| 32 | Providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification and direction of E/I. |
| 33 | Providing and placing stone metal graded filter of size 20 mm to 45 mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I |
| 34 | NRV pocket in side slope (at both side in full canal) |
| 35 | 50mm dia Non Returningvalve |
| 36 | Providing and placeing sand filter free from clay and other organic material (F.M. 2.5 to 3.0) in slope and bed of the canal , below lining includin the cost of watering , compaction , royality and other taxes as per specification and direction of E/I.(where depth of cutting is more than 6M |
| 37 | Providing and placing stone metal graded filter of size 20 mm to 45 mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I |
| 38 | Providing and placing stone metal graded filter of size 20 mm to 45 mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I |
| 39 | Carraige of Materials |
| 40 | Cement 40KM |
| 41 | Steel 150 KM |
| 42 | Sand from 15KM |
| 43 | Stone chips 50KM |
| 44 | Stone Metal 50KM |
| 45 | Stone Boulder 50KM |
| 46 | NP3 Humpipe 150KM |
AI Tender Summary
Tender Timeline
Apr 06, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 08, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 08, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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