Tender For Estimate For Construction Of Concrete Lining Of Attalan Minor From Rd 55030-63880 And Laying Underground Reinforced Cement Concrete Pipeline In Escape Channel From Rd 63880 - 65500 To Connect The Attalan Minor Tail With Kalwanoo Drain.
Tender Overview
Project Description
Tender for Estimate For Construction Of Concrete Lining Of Attalan Minor From Rd 55030-63880 And Laying Underground Reinforced Cement Concrete Pipeline In Escape Channel From Rd 63880 - 65500 To Connect The Attalan Minor Tail With Kalwanoo Drain.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Jul-2026 | Corrigendum2 | Date | 07-Jul-2026 |
| 2 | 30-Jun-2026 | Corrigendum1 | Date | 01-Jul-2026 |
| 3 | 08-Jul-2026 | Corrigendum3 | Date | 13-Jul-2026 |
| 4 | 13-Jul-2026 | Corrigendum4 | Date | 16-Jul-2026 |
| 5 | 21-Jul-2026 | Corrigendum6 | Date | 23-Jul-2026 |
| 6 | 17-Jul-2026 | Corrigendum5 | Date | 21-Jul-2026 |
| 7 | 30-Jul-2026 | Corrigendum9 | Date | 03-Aug-2026 |
| 8 | 23-Jul-2026 | Corrigendum7 | Date | 27-Jul-2026 |
| 9 | 04-Aug-2026 | Corrigendum10 | Date | 10-Aug-2026 |
| 10 | 17-Aug-2026 | Corrigendum12 | Date | 24-Aug-2026 |
| 11 | 11-Aug-2026 | Corrigendum11 | Date | 17-Aug-2026 |
| 12 | 14-Sep-2026 | Corrigendum16 | Date | 21-Sep-2026 |
| 13 | 24-Aug-2026 | Corrigendum13 | Date | 31-Aug-2026 |
| 14 | 08-Sep-2026 | Corrigendum15 | Date | 14-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. |
| 2 | Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulicexcavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.) |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing and including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions |
| 5 | Dressing of Earthwork (New work or remodeling work.) |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 7 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters |
| 8 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 9 | Dag Belling single kassi stroke complete in all respect |
| 10 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 11 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes) |
| 12 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 13 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers) |
| 14 | Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. |
| 15 | Filling Construction/Contraction Joint with sealing compound complete in all respect |
| 16 | Filling expansion joints with special impervious hot pour 12.5 mm wide |
| 17 | Extra bitumen painting at 0.69 per sqm (on sleeper) |
| 18 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 19 | Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type |
| 20 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 21 | Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete |
| 22 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.(Exceeding 1.5 m depth but not exceeding 2.25 m depth) |
| 23 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458- 2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C Pipe NP-2 900 mm i/d pipe |
| 24 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. NP1, NP2 and P-1 S/S joints pipes having internal dia meter 900 mm |
| 25 | Cement Conc 1:4:8 with stone ballast 40 mm gauge mechanically mixed with stone ballast or shingle using concrete mixer volumetric type |
| 26 | Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. |
| 27 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 28 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth |
| 29 | 10 mm thick cement plaster 1:3 cement sand mortar for side walls |
| 30 | 10 mm thick cement plaster 1:2 cement sand mortar on Floors |
| 31 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in substructure complete as per drawing and Technical Specifications Height upto 5m |
| 32 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-11 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-12 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysCorrigendum-13 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-14 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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