Tender For Dewatering Of Flood Water From Yard & Colony Area At 400 Kv Substaion Bbmb Bhiwani
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Aug 2026
19 days left
EMD
19000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhiwani → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Dewatering Of Flood Water From Yard & Colony Area At 400 Kv Substaion Bbmb Bhiwani
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. (A) Depth upto 2.00 m. (i) All kinds of soil except rocky As per Pb CSR 2020 Ref 29.1 (B (A)(i)) |
| 2 | 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. (B) R.C.C. Pipe NP -2 (E) 300mm i/d pipe. As per Pb CSR 2020 Ref 29.46 (B(e)) |
| 3 | Providing, laying in trenches and jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance/ Hasti / Dura-Line , laying the same in trenches to correctalignment and gradients, cutting and jointing testing for water tightness and making good the leakages and defects including cost of specials complete in all respects. (c) 160mm o/d pipe As per Pb CSR 2020 Ref 29.44(c) |
| 4 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres 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 metres As per Pb CSR 2020 Ref 6.6 |
| 5 | Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type As per Pb CSR 2020 Ref 10.13 (a(ii)) |
| 6 | Cement concrete 1:3:6 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type As per Pb CSR 2020 Ref 10.12 (a (ii)) |
| 7 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) alongthe Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as perspecifications. (xvi) 160mm o/d pipe of 6 Kgf. / sqcm As per Pb CSR 2020 Ref 28.13 (xvi) |
| 8 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth As per Pb CSR 2020 Ref 11.3 (i) |
| 9 | Laying of Dry stone Ballast 40 mm gauge for flooring As per Pb CSR 2020 Ref 14.2 |
| 10 | Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat As per Pb CSR 2020 Ref 18.31 |
| 11 | Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. (a) For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span As per Pb CSR 2020 Ref 18.3a |
| 12 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (a) 0.50 mm (+ 0.05 %) thick As per Pb CSR 2020 Ref 13.27 (ii(a)) |
| 13 | Dismantling brick work tile, masonry or tile lining (b) In cement As per Pb CSR 2020 Ref 8.5b |
| 14 | Cement concrete 1:6:12 (a) With brick ballast 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type As per Pb CSR 2020 Ref 10.8 (a) ii |
| 15 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth As per Pb CSR 2020 Ref 11.7 |
| 16 | Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded As per Pb CSR 2020 Ref 10.28 |
| 17 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. As per Pb CSR 2020 Ref 11.8 |
| 18 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position (c) Tees angles & channels As per Pb CSR 2020 Ref 18.1 c |
| 19 | Welding by gas or by electric plant, including carriage to and from workshop etc. As per Pb CSR 2020 Ref 18.28 |
| 20 | Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means As per Pb CSR 2020 Ref 10.13 (a(i)) |
| 21 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete As per Pb CSR 2020 Ref 18.18 |
| 22 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. As per Pb CSR 2020 Ref 9.6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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