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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹37.9 L+₹17,750.35 (0.47%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹38.0 L+₹24,872.92 (0.66%)Rejected-Finance BASTI GOVINDPURA SIMBAL MORH MAKHANPUR GOJRAN JAMMU J K 181101 | JAMMU | JAMMU AND KASHMIR | 181101 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹38.8 L+₹1.1 L (2.79%)Rejected-Finance DHAMDHA ROAD DURG CHHATTISGARH 491001 | DURG | CHHATTISGARH | 491001 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹39.6 L+₹1.9 L (4.97%)Rejected-Finance 5 A LANE 1 GREATER KAILASH JAMMU J K 180011 | JAMMU | JAMMU AND KASHMIR | 180011 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S ARUN ANAND L6 | M/S Shesh Paul Gupta L7 | NARESH KUMAR AND COMPANY L5 | M/S SHAKTI STEEL INDUSTRIES L4 | M/s ATHARAV ELETCTRICALS L1 | BR CONSTRUCTIONS L8 | AJAY GANDOTRA L2 | J P TECHNO L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone/boulder masonry , built in cement mortar or cement lime mortar including all quoins, arches & pillars etc of any description and in any position and removing unserviceable material from work site to outside defence premises complete all as specified and directed | 50 | Cum | 100 ₹5,000 | 200 ₹10,000 | 150 ₹7,500 | 111 ₹5,550 | 50 ₹2,500 Lowest | 140 ₹7,000 | 300 ₹15,000 | 180 ₹9,000 |
| 2.00 | Dismantling posts or struts (wood, steel or RCC) of any section, including taking out embedded portion in natural ground and making good the disturbed ground complete all as specified and directed . | 237 | RM | 15 ₹3,555 Lowest | 20 ₹4,740 | 30 ₹7,110 | 22 ₹5,214 | 20 ₹4,740 | 75 ₹17,775 | 50 ₹11,850 | 20 ₹4,740 |
| 3.00 | Earthwork in excavation by mechanical means (hydraulic excavator ) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m , including getting out the excavated soil in any type of soil and disposal of surplus excavated soil as directed , within a lead of 50m complete all as specified and directed. | 297 | Cum | 150 ₹44,550 | 150 ₹44,550 | 150 ₹44,550 | 188 ₹55,836 | 100 ₹29,700 Lowest | 228 ₹67,716 | 170 ₹50,490 | 185 ₹54,945 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic means) over areas (depth upto 1.5m,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 lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 26 | Cum | 190 ₹4,940 | 150 ₹3,900 | 180 ₹4,680 | 222 ₹5,772 | 100 ₹2,600 Lowest | 325 ₹8,450 | 200 ₹5,200 | 300 ₹7,800 |
| 5.00 | All as per Ser item No 04 here-in-before but depth exceeding 1.5 m & n.exceeding 3.0 m complete all as specified and directed . | 10 | Cum | 230 ₹2,300 | 175 ₹1,750 Lowest | 220 ₹2,200 | 400 ₹4,000 | 200 ₹2,000 | 350 ₹3,500 | 200 ₹2,000 | 300 ₹3,000 |
| 6.00 | M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed . | 11 | Sqm | 400 ₹4,400 | 30 ₹330 Lowest | 60 ₹660 | 140 ₹1,540 | 60 ₹660 | 300 ₹3,300 | 100 ₹1,100 | 250 ₹2,750 |
| 7.00 | M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed . | 8 | Sqm | 500 ₹4,000 | 30 ₹240 Lowest | 60 ₹480 | 150 ₹1,200 | 60 ₹480 | 300 ₹2,400 | 100 ₹800 | 250 ₹2,000 |
| 8.00 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed . | 8 | Sqm | 500 ₹4,000 | 30 ₹240 Lowest | 60 ₹480 | 150 ₹1,200 | 60 ₹480 | 300 ₹2,400 | 100 ₹800 | 250 ₹2,000 |
| 9.00 | M&L for treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed . | 12 | RM | 300 ₹3,600 | 30 ₹360 | 60 ₹720 | 150 ₹1,800 | 60 ₹720 | 300 ₹3,600 | 25 ₹300 Lowest | 200 ₹2,400 |
| 10.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 192.81 | Cum | 75 ₹14,460.75 | 50 ₹9,640.5 Lowest | 60 ₹11,568.6 | 88 ₹16,967.28 | 100 ₹19,281 | 80 ₹15,424.8 | 70 ₹13,496.7 | 100 ₹19,281 |
Tender Value
₹43.7 L
EMD Value
₹87,340
Closing Date
18 Dec 2025, 6:00 pmClosed
GE SATWARI
GE SATWARI
Addn Altn to existing boundary wall of Hosp area and OTM accn with two elevated sentry post at MH under GE Satwari
2025_MES_741708_1
GEJM-74/2025-26
Open Tender
Civil Works
Works
180 days
GE SATWARI
Class D Cat a (i)
9 documents required · 9 mandatory
₹500
GE SATWARI
₹87,340
Yes
17 Jan 2026
27 Nov 2025
20 Dec 2025
27 Nov 2025
18 Dec 2025
11 Dec 2025
Amount
Demolition of brick work or stone/boulder masonry , built in cement mortar or cement lime mortar including all quoins, arches & pillars etc of any description and in any position and removing unserviceable material from work site to outside defence premises complete all as specified and directed
Dismantling posts or struts (wood, steel or RCC) of any section, including taking out embedded portion in natural ground and making good the disturbed ground complete all as specified and directed .
Earthwork in excavation by mechanical means (hydraulic excavator ) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m , including getting out the excavated soil in any type of soil and disposal of surplus excavated soil as directed , within a lead of 50m complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic means) over areas (depth upto 1.5m,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 lead upto 50 m and lift upto 1.5m, complete all as specified and directed.
All as per Ser item No 04 here-in-before but depth exceeding 1.5 m & n.exceeding 3.0 m complete all as specified and directed .
M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed .
M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed .
M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed .
M&L for treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed .
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
M&L for plain cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling & mass concrete complete all as specified and directed.
M&L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of concrete foundation and plinth beams and similar work for rough finished concrete surfaces complete all as specified and directed.
M&L for use and waste of formwork to sides of pillars, posts, struts, piers, columns, and stanchions etc for rough finished surfaces of concrete complete all as specified and directed.
M&L for use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams etc, for rough finished surfaces of concrete complete all as specified and directed.
M&L for use and waste of form work to soffits of suspended slab such as roof slabs, not exceeding 200mm thick, horizontal or sloping for fair finished surfaces complete all as specified and directed .
M&L for use and waste of form work to faces of walls,retaining walls,abutments,parapet and staircase railing and similar works including attached pillasters,buttresses etc vertical or to batter to achieve fair finished surfaces of concrete complete all as specified and directed.
M&L for use and waste formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) for fair finished surfaces complete all as specified and directed .
M&L for reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregates) as 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 reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span and the like; complete all as specified and directed .
M&L for reinforced cement concrete M-25 (design mix) (using 20 mm graded crushed stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for M&L for reinforced cement concrete M-25 (design mix) (using 20mm graded crushed stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies complete all as specified and directed.
M&L for reinforced cement concrete M-25 (Design mix), (using 20mm graded crushed stone aggregates) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified.
M&L for reinforced cement concrete M-25 (Design mix), (using 20mm graded crushed stone aggregates) as in fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade, and the like complete all as specified and directed.
M&L for reinforced cement concrete M-25 (Design mix), (using 20mm graded crushed stone aggregates) as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings; RCC water tanks upto 1500 litres complete all as specified and directed.
M&L for Mild steel TMT bars 6mm to 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 complete all as specified and directed.
M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups , spacers and binders including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L for brick work with fly ash bricks using old size bricks, straight or curved on plan exceeding exc 6 metre mean radius, built in cement mortar 1:6 complete all as specified and directed .
S&F mild steel work such as in angle iron fencing posts swan neck, struts and flat iron fillets, gates etc,cutting tops to shape as directed including drilling hole, punching,splitting ends to secure chain link fencing or fixing of barbed wire to posts including all necessary cutting, welding bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 quality complete all as specified and directed.
S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured).complete all as specified and directed.
S&F Concertina coil fencing with punched tape concertina coil 600 mm dia, streched to 6 meter length, having 50 Nos spiral turns per 6 meter length, spring core wire (2.59mm thick) of high tensile strength of 1620 N/sqmm with tape (0.52mm thick) hot dip galvanised upto 20 microns, weight of each coil 8.50 Kg and fixing the same in existing Y-shaped angle iron with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with GI stape and G.I. clips to retain horizontal, clips shall be @ 5 Nos per 2 spiral turns (approximate 126 clips per coil) including necessary bolts complete all as specified and directed. Note: The weight of Concertina coil shall be ascertained by BOO as ordered by GE and payment shall be made accordingly and contractor shall have no claim on this account.
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 frame work of water tanks and similar work confirming to Fe290, Gde E-165 complete all as specified and directed
M&L for rendering 15mm thick in cement mortar 1:6 on brick work or concrete surfaces, surface finished even and smooth without using extra cement complete all s specified and directed.
M&L for rendering 5mm thick in cement plaster 1:3 on ceiling surfaces finished even and smooth without using extra cement etc complete all as specified and as directed.
M&L for rendering 15mm thick in cement mortar 1:4 on brick work or concrete surfaces, surface finished even and smooth without using extra cement complete all s specified and directed.
M&L for preparation of new plastered/ concrete surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed.
M&L for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.
M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over one coat of wall care putty 1 to 2 mm thick and one coat of primer complete all as specified and directed.
M&L for preparation of new or previously untreated steel surface of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
M&L for 75 mm thick plain cement concrete 1:3:6, type C2 (using 40 mm graded crushed stone aggregates) as in sub base and surface finished even and fair complete all as specified and directed
M&L for 25 mm thick plain cement concrete 1:2:4, type B-0, (using 12.5 mm graded crushed stone aggregate) as in sub base/ levelling course of floors, finished even and fair complete all as specified and directed.
S&F Machine cut kota stone slab in flooring 20-25mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing,cutting and mirror polishing over and including 20 mm thick screed bed or bedding layer in cement mortar 1:4 complete all as specified and directed.
S&F Machine cut kota stone slab in vertical surfaces such as skirting,dado,risers etc 20-25mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing,cutting and mirror polishing over & including 10 mm thick rendering in cement mortar 1:3 complete all as specified and directed.
M&L for rendering 10mm thick in cement mortar 1:4 on concrete surfaces , finished even and fair including mixing of water proofing compound as per manufacturer's instructions complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately as supply only.
Supply only Integral water proofing compound
M&L for providing and laying 60 mm thick factory made charmfered edge cement concrete paver block of M-35 grade of approved colour, design & pattern as in foothpath, parks, lawns, drive ways or light traffic parking etc of required strength , thickness & size/ shape made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
M&L for framed work as in doors 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 Fe 290 (Gde- E-165) complete all as specified and directed.
AJAY GANDOTRA (BID ID -3500739)
J P TECHNO (BID ID -3501464)
M/S SHAKTI STEEL INDUSTRIES (BID ID -3501990)
NARESH KUMAR AND COMPANY (BID ID -3501910)
M/S ARUN ANAND (BID ID -3501666)
M/S Shesh Paul Gupta (BID ID -3501689)
BR CONSTRUCTIONS (BID ID -3501023)
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