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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC | ₹47.4 L Quoted ₹48.3 L | L1 | Accepted-AOC Lowest and reasonable bid |
| 2 | L2₹54.7 L+₹6.3 L (13.1%)Rejected-Finance 15 GURU RAM DASS COLONY MITHAPUR JALANDHAR | ₹54.7 L+₹6.3 L (13.1%) | L2 | Rejected-Finance Other than the lowest bid |
| 3 | L3₹55.5 L+₹7.2 L (14.9%)Rejected-Finance PLOT NO 881 PREM NAGAR NEW PLOTS JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | ₹55.5 L+₹7.2 L (14.9%) | L3 | Rejected-Finance Other than the lowest bid |
| 4 | L4₹59.7 L+₹11.4 L (23.5%)Rejected-Finance 25 25 SADAR BAZAR JALANDHAR CANTT | JALANDHAR | JALANDHAR | PUNJAB | ₹59.7 L+₹11.4 L (23.5%) | L4 | Rejected-Finance Other than the lowest bid |
| 5 | L5₹64.9 L+₹16.6 L (34.4%)Rejected-Finance | ₹64.9 L+₹16.6 L (34.4%) | L5 | Rejected-Finance Other than the lowest bid |
| Sl No | Description | Qty | Unit | M/S Kuldip Construction Co. L2 | M/S Mittal Builders L5 | nitin trading company L3 | BHARAT ENTERPRISES L1 | CHOUDHARY AND SONS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L 300 mm dia bore holes in normal available starta upto 50 mtr depth complete all as specified. | 4 | Each | 75,000 ₹3,00,000 | 1,00,000 ₹4,00,000 | 60,000 ₹2,40,000 | 50,000 ₹2,00,000 Lowest | 70,000 ₹2,80,000 |
| 2.00 | S&F PVC pipe 150 mm dia class 'A' incl all necessary fittings complete all as specified. | 200 | RM | 450 ₹90,000 | 500 ₹1,00,000 | 500 ₹1,00,000 | 280 ₹56,000 Lowest | 450 ₹90,000 |
| 3.00 | M&L gravel packing as in filter media of size 12.5 mm size around PVC pipe in pit complete all as specified. | 48 | Cum | 2,000 ₹96,000 | 3,800 ₹1,82,400 | 2,600 ₹1,24,800 | 1,250 ₹60,000 Lowest | 2,900 ₹1,39,200 |
| 4.00 | M&L gravel packing as in filter media of size 3 mm to 5 mm size around PVC pipe in pit complete all as specified. | 48 | Cum | 2,000 ₹96,000 | 4,500 ₹2,16,000 | 4,200 ₹2,01,600 | 1,300 ₹62,400 Lowest | 4,300 ₹2,06,400 |
| 5.00 | M&L for coarse sand filling around PVC pipe in pit complete all as specified. | 48 | Cum | 2,000 ₹96,000 | 2,500 ₹1,20,000 | 3,200 ₹1,53,600 | 800 ₹38,400 Lowest | 3,000 ₹1,44,000 |
| 6.00 | Exacavating over areas, n exc. 1.50 mtr deep and getting out in soft/loose soil complete all as specified. | 331.6 | Cum | 150 ₹49,740 | 240 ₹79,584 | 75 ₹24,870 Lowest | 280 ₹92,848 | 90 ₹29,844 |
| 7.00 | Exacavating over areas, exc. 1.50 mtr but n exc. 3.00 mtr deep and getting out in soft/loose soil complete all as specified. | 331.6 | Cum | 300 ₹99,480 | 340 ₹1,12,744 | 90 ₹29,844 Lowest | 300 ₹99,480 | 110 ₹36,476 |
| 8.00 | Exacavating over areas, exc. 3.00 mtr but n exc. 4.50 mtr deep and getting out in soft/loose soil complete all as specified. | 110.8 | Cum | 450 ₹49,860 | 500 ₹55,400 | 95 ₹10,526 Lowest | 300 ₹33,240 | 105 ₹11,634 |
| 9.00 | Excavating in soft/loose soil in trenches not exceeding 1.5 metre wide and n.exceeding 1.5 metre deep for pipe line drains and getting out, complete all as specified and directed. | 174 | Cum | 200 ₹34,800 | 240 ₹41,760 | 95 ₹16,530 Lowest | 300 ₹52,200 | 105 ₹18,270 |
| 10.00 | M&L for PCC type D2 , 1:4:8 using 40 mm graded stone aggregate as in foundation and mass conrete complete all as specified and directed. | 52.6 | Cum | 3,000 ₹1,57,800 | 3,000 ₹1,57,800 | 2,800 ₹1,47,280 | 3,800 ₹1,99,880 | 2,700 ₹1,42,020 Lowest |
Tender Value
₹46.6 L
EMD Value
₹93,240
Closing Date
23 Dec 2025, 6:00 pmClosed
GE (WEST) JALANDHAR CANTT
KABIR ROAD JALANDHAR CANTT
Provn of rain water harvesting sys with allied facilities in M Pocket and other sanctioned works under GE(West) JRC
2025_MES_738707_2
GE/JAL(W)-95/2025-26
Open Tender
Civil Works
Item Rate
180 days
JALANDHAR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (WEST)
₹93,240
Yes
24 Mar 2026
11 Dec 2025
25 Dec 2025
11 Dec 2025
23 Dec 2025
18 Dec 2025
Amount
M&L 300 mm dia bore holes in normal available starta upto 50 mtr depth complete all as specified.
S&F PVC pipe 150 mm dia class 'A' incl all necessary fittings complete all as specified.
M&L gravel packing as in filter media of size 12.5 mm size around PVC pipe in pit complete all as specified.
M&L gravel packing as in filter media of size 3 mm to 5 mm size around PVC pipe in pit complete all as specified.
M&L for coarse sand filling around PVC pipe in pit complete all as specified.
Exacavating over areas, n exc. 1.50 mtr deep and getting out in soft/loose soil complete all as specified.
Exacavating over areas, exc. 1.50 mtr but n exc. 3.00 mtr deep and getting out in soft/loose soil complete all as specified.
Exacavating over areas, exc. 3.00 mtr but n exc. 4.50 mtr deep and getting out in soft/loose soil complete all as specified.
Excavating in soft/loose soil in trenches not exceeding 1.5 metre wide and n.exceeding 1.5 metre deep for pipe line drains and getting out, complete all as specified and directed.
M&L for PCC type D2 , 1:4:8 using 40 mm graded stone aggregate as in foundation and mass conrete complete all as specified and directed.
M&L brick work with sub class ‘B’ bricks, old size straight or curved on plan not exceeding 6.00 metre mean radius, built in cement mortar (1:4) including corbelling and arches where shown on drawings, complete all as specified.
M&L for formwork to rough finished flat surfaces of concrete foundations, footings, bases of coulmns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams ; and other similar works; vertica or to batter complete all as specified and directed.
M&L for cement concrete design mix M-25 (20 mm graded aggregate) foundations, including rafts, footings , foundation beams, plinth beams, bases for coulmns etc and all other similar works complete all as specified and directed.
Use and waste of formwork to to fair finished curved surfaces faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed.
M&L for cement concrete design mix M-25 (20 mm graded aggregate) for walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and all other similar works complete all as specified and directed.
Use and waste of formwork to soffits of floor or roof beams, beam haunching, grider, bressumber, lintels, cantilever, sleves including supports, over hang etc also splay between floor and beams to rough finish surface of concrete flat.
M&L for cement concrete design mix M-25 (20 mm graded aggregate) as in beams, cantileveres, bressummers, lintels over 1.50 mtr span and all other similar works complete all as specified and directed.
M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed.
M&L for TMT bars 6 to 8mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed.
Ditto all as per Item above but 5mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified & directed.
Rendering 10 mm thick in CM 1:4 on fair faces of brick work or concrete surface complete all as specified and directed.
M&L 15mm thick cement plaster in cement mortar (1:4) to brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.
M&L for Plain Cement Concrete Type B0 1:2:4 using 12.5 mm graded aggregate as in Channels , drains, Coping, benching, water troughs etc including weathering slightly rounded or chamfered angles and throuting , including necessary form work etc all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc
Returning, filling in, including spreading,levelling,watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & directed.
Removing excavated material exc. 250 m & n. exc. 500 mtr and deposting where directed at a level n exc. 1.5 mtr above the starting point complete all as specified and directed.
M & L for Framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete as directed.
Material and labour for preperation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not other described and applying two coats of synthetic enamel paint (ordinary tint) (each coat) over a coat of primer red oxide (zinc chrome) complete all as specified and directed.
Surface excavation n exc 30 cm deep and averaging 15cm deep in hard/dense soil.
M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick watered and rammed to a true surface complete all as specified.
M & L for Sand filling under floors or in foundations including watering and consolidation complete
M&L for cement concrete type C-2 1:3:6 with 40mm graded aggregate of 75 mm thick as in sub-base.
M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with Grey Cement and pigment complete.
M&L for providing PCC (1:3:6) type C1 using 20mm graded aggregate as in kerbs mud stops rounded or chamfered on edges of path straight or curves.
M/S Kuldip Construction Co. (BID ID -3504396)
nitin trading company (BID ID -3508058)
CHOUDHARY AND SONS (BID ID -3510982)
M/S Mittal Builders (BID ID -3505758)
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