Tender For Supplying & Laying Of Gravel With Rain Water Harvesting System In Jamalpur Switch Yard At 220 Kv Sub-Station, Bbmb, Jamalpur (Ludhiana)
Tender Value
2.02 Crore
Estimated cost
Bid Submission
27 Oct 2026
27 days left
EMD
2.02 Lakhs
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
Ludhiana → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supplying & Laying Of Gravel With Rain Water Harvesting System In Jamalpur Switch Yard At 220 Kv Sub-Station, Bbmb, Jamalpur (Ludhiana)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work containing Gravel (in loose from in non-cohesive binding material) work in excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead up to 15 meters with percentage of gravel or Kankar.(a) Exceeding 40% but up to 60%. (CSR Ref No. 6.5(a)) |
| 2 | 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 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. (CSR Ref No. 6.6) |
| 3 | Screening brick ballast, stone bazri shingle or Kankar. (CSR Ref No. Ch.3M-1-(i)) |
| 4 | Stone ballast or Bajri washing (Labour only).As per site condition i.e. 50% gravel available in yard. (CSR Ref No. Ch.3M-1-(j)) |
| 5 | Stacking within 15 metres of the unloading points into stacks of specified sizes. Pitching stones, spalls brick bats building stone ballast, stone metal, sand bajri and shingle. (CSR Ref No. 4.25) |
| 6 | Cement concrete 1:5:10 with Stone aggregate 40 mm gauge (ii) Mixing by mechanical means using concrete mixer volumetric type (CSR Ref No. 10.9(b)(ii)) |
| 7 | SPREADING/LAYING UNIFORM LAYER OF 100 MM THICKNESS OF BAZRI IN YARD AREA INCLUDING CARRYING THE METAL FROM STACKS ETC (SIZE 20 MM TO 40 MM CRUSHED) (CSR Ref No. 6.8(a)(ii)) |
| 8 | Loading & unloading charges of surplus soil:- By Mechanical Means (A) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal. (CSR Ref No.4.1(a)) |
| 9 | Carriage charges of Malwa:-Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth.:-0.5 to 1.00 KMs (CSR Ref No. 5.2(i)) |
| 10 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (CSR Ref No. 10.13(a)(ii)) |
| 11 | First class burnt work laid in cement sand mortar 1:6 in foundation and plinth (CSR Ref No. 11.3) |
| 12 | 115 mm thick brick wall laid in cement sand mortar 1:4 without reinforcement in foundation and plinth. (CSR Ref No. 11.35) |
| 13 | 12.5 mm thick cement plaster 1:4 (CSR Ref No. 15.9) |
| 14 | 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 correct alignment 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 (CSR Ref No. 29.44(c)) |
| 15 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (CSR Ref No. 6.19) |
| 16 | Cement concrete 1:6:12 (b) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type (CSR Ref No. 10.8(b)(ii)) |
| 17 | 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. (CSR Ref No. 10.15) |
| 18 | Cold twisted deformed (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 (CSR Ref No. 18.18) |
| 19 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR Ref No. 9.8) |
| 20 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). (CSR Ref No. 28.51(b)) |
| 21 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). (CSR Ref No. 28.51(c)) |
| 22 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level.(A) All types of soil. (a) 300mm dia (CSR Ref No. 28.91(A)(a)) |
| 23 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.(b) Capacity of Air compressor 550 cfm at 600 PSI (CSR Ref No. 28.81(b)) |
| 24 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. (b) 150 mm nominal size dia.(CSR Ref No. 28.92(b)) |
| 25 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (b) 150 mm nominal size dia. (CSR Ref No. 28.93(b)) |
| 26 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. (b) 150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness (CSR Ref No. 28.79(A)(b)) |
| 27 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect (CSR Ref No. 28.87) |
| 28 | Supplying at site of gravel of 1/16\\" to 1/8\\" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) (CSR Ref No. 28.88) |
| 29 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. (b) 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal. (CSR Ref No. 29.60(b)) |
| 30 | Repairs to plaster in patches of Area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 Metres lead With cement mortar 1:4 (1 cement: 4 sand) Taking area 2.5 sqm (CSR Ref No. 31.1(a)) |
| 31 | Laying 1:6 cement slurry on Cement Concrete 1:5:10 (NS Item) |
| 32 | Supply of additional bajri/gravel of 40mm Size (NS Item) |
| 33 | Grating Size 100 mm x 100 mm complete in all respect as per site requirement (NS Item) |
| 34 | Providing and fixing of 4 way elbow of 150 mm dia with sealant to the entire satisfaction of the engineer in charge. (NS Item) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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