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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹49.0 L+₹3.2 L (7.05%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹49.5 L+₹3.7 L (8.03%)Rejected-Finance VILLAGE SEKHA PO MAGAR MUDIAN TEH DISTT GURDASPUR PB | GURDASPUR | GURDASPUR | PUNJAB | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | BISHAN DASS L1 | M/S Harjinder Singh Contractor L2 | GORAYA AND CO L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for brick work with sub class 'B' bricks straight curved on plan exc 6m mean radius built in CM 1:4 brick all as specified and as directed. | 45 | Cum | 4,800 ₹2,16,000 | 4,800 ₹2,16,000 | 4,688 ₹2,10,960 Lowest |
| 2.00 | M&L for cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in coping, benching, apex stone, bed plate, kneelers complete all as specified. | 5 | Cum | 4,800 ₹24,000 Lowest | 4,800 ₹24,000 Lowest | 4,888 ₹24,440 |
| 3.00 | M&L for rendering 15mm thick on fair face of brick or concrete surface in CM 1:4 finished even and fair without using extra cement complete all as specified. | 150 | Sqm | 230 ₹34,500 | 180 ₹27,000 Lowest | 248 ₹37,200 |
| 4.00 | M&L for prepration of newly plastered/un plastered surfaces of wall and applying two coats of white wash complete all as specified and directed. | 120 | Sqm | 7 ₹840 Lowest | 7 ₹840 Lowest | 18 ₹2,160 |
| 5.00 | M&L for precast RCC 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in cover slab for manholes and similar work etc incl demolition of reinforced cement concrete of any description and in any position not otherwise specically provided (reinfocement cut as required to facilitate demolition) complete all as specified and directed. | 21 | Cum | 6,100 ₹1,28,100 Lowest | 6,200 ₹1,30,200 | 6,888 ₹1,44,648 |
| 6.00 | M&L for mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 3,525 | Kg | 118 ₹4,15,950 | 118 ₹4,15,950 | 108 ₹3,80,700 Lowest |
| 7.00 | Excavating in trenches, n. exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil all as directed. | 78 | Cum | 80 ₹6,240 Lowest | 80 ₹6,240 Lowest | 148 ₹11,544 |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thick all as directed. | 54.75 | Cum | 60 ₹3,285 Lowest | 60 ₹3,285 Lowest | 68 ₹3,723 |
| 9.00 | Removing excavated material not exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point. | 118.25 | Cum | 60 ₹7,095 Lowest | 60 ₹7,095 Lowest | 68 ₹8,041 |
| 10.00 | M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopper ends etc complete all as specified and directed . | 200 | RM | 110 ₹22,000 | 110 ₹22,000 | 68 ₹13,600 Lowest |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
3 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer, Gurdaspur.
Garrison Engineer, Gurdaspur (Tibri)
Provn of certain Minor and Revenue works under AGE B/R-II at GE Gurdaspur.
2025_MES_730126_2
GE GSR-76/2025-2026
Open Tender
Civil Works
Item Rate
180 days
Garison Engineer
As per Tender Documents
8 documents required · 8 mandatory
₹500
GE Gurdaspur
₹95,000
2 Dec 2025
18 Oct 2025
10 Nov 2025
18 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
M&L for brick work with sub class 'B' bricks straight curved on plan exc 6m mean radius built in CM 1:4 brick all as specified and as directed.
M&L for cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in coping, benching, apex stone, bed plate, kneelers complete all as specified.
M&L for rendering 15mm thick on fair face of brick or concrete surface in CM 1:4 finished even and fair without using extra cement complete all as specified.
M&L for prepration of newly plastered/un plastered surfaces of wall and applying two coats of white wash complete all as specified and directed.
M&L for precast RCC 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in cover slab for manholes and similar work etc incl demolition of reinforced cement concrete of any description and in any position not otherwise specically provided (reinfocement cut as required to facilitate demolition) complete all as specified and directed.
M&L for mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
Excavating in trenches, n. exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil all as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thick all as directed.
Removing excavated material not exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point.
M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopper ends etc complete all as specified and directed .
M&L for cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
M&L for pre-painted coloured 0.50mm thick Gavalume Aluminium Zinc coating GI based corrugated / semi corrugated steel sheet having tensile strength 550 MPa and AZ 150 grade as in roof covering/cladding to walls, fixed with self tapping screws complete all as specified and directed.
M&L for pre-painted 0.50mm thick Gavalume Aluminium Zinc coating GI based plain steel sheet of any colour having tensile strength 550 MPa and AZ 150 grade as in roof covering/cladding to walls, fixed with self tapping screws, complete all as specified and directed.
M&L for brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 all as specified and directed.
M&L 15mm thick rendering other than fair faces of brick or concrete surfaces in CM 1:4 finished even and fair complete all as specified and directed.
M&L for mild steel work as in wind ties for roof including securing bolts necessary drilling, bolting etc, complete all as specified and directed.
S&F Steel work in tubular trusses including special shaped washer etc . complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St -240 complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over and incl one coat of red oxide primer incl preparation of new surface of steel not exc 10 cm in width or girth complete all as specified and directed.
M&L for preperation of new plastered surface and applying three coats of white wash on newly plastered surfaces of wall, complete all as directed.
Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type soil, complete all as specified and directed.
M&L for PCC 1:5:10 type E-2 (using 40mm graded crushed stone aggregate) as in sub base, floors paving etc all as directed.
M&L for machine pressed precast concrete interlocking paver block with Grey Cement and pignent any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade all as directed.
M&L for sand filling under floors or in foundations including spreading & leveling complete all as specified and directed.
Earth work in excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in any type of soil and disposal of excavated earth to 50m and lift upto 1.5m complete all as specified and directed by Engineer-in-Charge.
All as per item No 24 above but exc1.50m to 3.0 m deep soft/loose soil complete all as specified and directed
M&L for RCC (design mix M-30) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L for RCC (design mix M-30) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed
M&L for (design Mix M-25) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified
Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter with fair finished surfaces complete all as specified and directed.
Use and waste for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter all as directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick complete all as specified and directed
M&L for mild steel TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips 10 mm dia and over complete all as specified and directed
All as per Srl item No 32 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and directed
Framed work as in manhole cover slab angle or other section with guessets plates or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, complete all as specified and as directed.
S&F PVC (SRW) 150mm bore bends any radius complete all as specified and directed.
S&F 150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixerd to wall/floors upto 12m ht complete all as specified and directed.
S&F 150mm bore PVC (SWR) perforated pipes single socketed in any length with rubber ring joints fixerd to wall/floors upto 12m ht all as specified and directed.
M&L for boring with drill/reverse rotary rig circulation method including electric logging through any kind of strata of soil /rocks for drilling not less than 200 mm dia hole for depth not exceeding 75 meter deep below ground level by keeping sufficient space for packing pea gravel including disposal of surplus soil/ liquid mud/ sand etc complete all as specified and directed. Note :- (i) One No trial bore will be carried out for Borewell. If possibility of water seen then before should resume. (ii) In case of failure of borewell additional borewell wll be carried out by contractor, expenses deemed to be included in quoted rate. (iiii) Trial broe and necessary fuel, lubricant, and chemical extra required for construction work shall be arrange by contracter and cost of these items shall be deemed to be included in quoted rates.
M&L for loose filling with 40 to 60 mm broken stone aggregate all as specified and as directed by Engr-in-charge.
M&L for loose filling with 3 to 10 mm broken stone aggregate all as specified and as directed by Engr-in-charge.
M&L for loose filling with coarse sand all as specified and as directed by Engr-in-charge.
M&L providing RCC (nominal mix) 1:1.5:3, M-20 (using 12.5 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts all as specified and directed.
M&L for MS plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment incl fabrication, Fe-410-W (Gde-E-250) quality-B, complete all as specified and directed.
S&F structural steel for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, Fe-410-W (Gde-E-250) quality-B, complete all as specified and directed.
M&L for hardcore (broken stone or boulders) of guage exc 63mm but n exc.100mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with coloured pigment made of PVC moulded (or rubber mould) with vibrating system,.complete all as specified and directed. (Note : The cost of sand cushion is measured and paid separately).
M&L for RCC M-20 type (using 20mm graded stone aggregate) as in foundations, incl rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed.
S&F grating/ end cap round 150mm size of PTMT (minimum weight 100gms) grating all as specified and directed.
M&L for 15mm thick rendering of ready mix mortar of approved make on brick work/ stone/ concrete wall, facia, projection etc external surfaces finished even and smooth without using extra cement complete all as specified and directed.
M/S Harjinder Singh Contractor (BID ID -3471327)
GORAYA AND CO (BID ID -3470694)
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