Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC | ₹39.7 L | L1 | Accepted-AOC Found lowest bidder |
| 2 | L2₹40 LRejected-Finance 325 PANCHWATI ENCLAVE SHATABDI NAGAR DELHI ROAD MEERUT UP 250103 | MEERUT | UTTAR PRADESH | 250103 | ₹40 L | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹42.4 LRejected-Finance A 128 GOVINDPURAM GAZIABAD UTTAR PRADESH 201013 | GHAZIABAD | UTTAR PRADESH | 201013 | ₹42.4 L | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹42.9 LRejected-Finance 159 SHIV NAGAR MODIPURAM MEERUT 250 110 UP | MEERUT | UTTAR PRADESH | 250110 | ₹42.9 L | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹44.4 LRejected-Finance | ₹44.4 L | L5 | Rejected-Finance 5th lowest |
| Sl No | Description | Qty | Unit | M/S Keshav Brothers L2 | Arun Construction Co. L4 | veer enterprises L8 | SK INFRA INDIA L6 | BHAGWAN DAS & Co L7 | AMBEY CONSTRUCTION L5 | M/S MRIGASYA INFRA L3 | MAHTAB ALAM L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 984.55 | Sqm | 30 ₹29,536.50 | 20 ₹19,691 | 100 ₹98,455 | 50 ₹49,227.50 | 50 ₹49,227.50 | 9 ₹8,860.95 | 25 ₹24,613.75 | 100 ₹98,455 |
| 2.00 | M&L for hardcore of broken bricks gauges n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 153.68 | Cum | 700 ₹1.1 L | 800 ₹1.2 L | 1,000 ₹1.5 L | 1,200 ₹1.8 L | 1,900 ₹2.9 L | 1,888 ₹2.9 L | 1,200 ₹1.8 L | 1,000 ₹1.5 L |
| 3.00 | M&L for approved soil filling under the floor, spreading and levelling in layers n.exc. 25cm thick, well ramming including watering as required complete all as specified and directed. | 90.68 | Cum | 400 ₹36,272 | 300 ₹27,204 | 500 ₹45,340 | 2,200 ₹2.0 L | 800 ₹72,544 | 199 ₹18,045.32 | 300 ₹27,204 | 800 ₹72,544 |
| 4.00 | M&L for 75 mm thick cement concrete 1:4:8 type D-2
( using 40 mm graded stone aggregate ) as in sub base complete all as specified and directed. | 604.55 | Sqm | 270 ₹1.6 L | 350 ₹2.1 L | 250 ₹1.5 L | 350 ₹2.1 L | 300 ₹1.8 L | 299 ₹1.8 L | 200 ₹1.2 L | 300 ₹1.8 L |
| 5.00 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, 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 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking 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. | 604.55 | Sqm | 750 ₹4.5 L | 850 ₹5.1 L | 800 ₹4.8 L | 700 ₹4.2 L | 850 ₹5.1 L | 699 ₹4.2 L | 900 ₹5.4 L | 600 ₹3.6 L |
| 6.00 | M&L for PCC 1:3:6 type C1 using 20mm graded stone aggragate as in bed bricks, coping etc including weathering slightly rounded or chamfered angles and throating making grovves for fixing of man hole cover including necessary form work complete all as specified and directed. | 2.94 | Cum | 5,000 ₹14,700 | 5,000 ₹14,700 | 3,500 ₹10,290 | 3,500 ₹10,290 | 6,000 ₹17,640 | 3,999 ₹11,757.06 | 5,000 ₹14,700 | 4,000 ₹11,760 |
| 7.00 | Excavating in soft/loose soil, in trenches, n exc 1.5 m 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 1.5 m in depth and getting out complete all as specified and directed. | 160 | Cum | 140 ₹22,400 | 180 ₹28,800 | 400 ₹64,000 | 200 ₹32,000 | 200 ₹32,000 | 199 ₹31,840 | 300 ₹48,000 | 300 ₹48,000 |
| 8.00 | Excavating in soft/loose soil, in trenches, n exc 1.5 m wide and exc 1.5m upto 3 m depth in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | 60 | Cum | 200 ₹12,000 | 200 ₹12,000 | 400 ₹24,000 | 200 ₹12,000 | 220 ₹13,200 | 199 ₹11,940 | 300 ₹18,000 | 300 ₹18,000 |
| 9.00 | M&L for type D2 1:4:8 (40mm graded agg ) cement concrete in foundation, filling and mass concrete complete all as specified and directed. | 51 | Cum | 3,000 ₹1.5 L | 4,200 ₹2.1 L | 3,000 ₹1.5 L | 3,500 ₹1.8 L | 6,500 ₹3.3 L | 3,499 ₹1.8 L | 2,500 ₹1.3 L | 2,000 ₹1.0 L |
| 10.00 | M&L for 75 mm thick Cement concrete type C-2,1:3:6 (40mm graded aggregate) as in plinth protection complete all as specified and directed. | 45 | Sqm | 250 ₹11,250 | 250 ₹11,250 | 250 ₹11,250 | 300 ₹13,500 | 300 ₹13,500 | 300 ₹13,500 | 300 ₹13,500 | 400 ₹18,000 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹95,080
Closing Date
24 Dec 2025, 6:00 pmClosed
GE (North) Meerut Cantt
GE (North) Meerut Cantt
PROVN OF COVERED SHED FOR PINAKA RKT LR VEHS AT LT REGT LOC AND PROVN OF INTERLOCKING TILES FOR PARKING AREA AT CANDIDATE LINE UNDER AGE B/R-I AGE B/R-II AND AGE E/M-I OF GE (NORTH) CANTT
2025_MES_740808_1
8615/E8
Open Tender
Civil Works
180 days
Meerut
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (North) Meerut Cantt
₹95,080
Yes
30 Jan 2026
20 Nov 2025
31 Dec 2025
20 Nov 2025
24 Dec 2025
5 Dec 2025
Amount
Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.
M&L for hardcore of broken bricks gauges n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed.
M&L for approved soil filling under the floor, spreading and levelling in layers n.exc. 25cm thick, well ramming including watering as required complete all as specified and directed.
M&L for 75 mm thick cement concrete 1:4:8 type D-2 ( using 40 mm graded stone aggregate ) as in sub base complete all as specified and directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, 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 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking 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 PCC 1:3:6 type C1 using 20mm graded stone aggragate as in bed bricks, coping etc including weathering slightly rounded or chamfered angles and throating making grovves for fixing of man hole cover including necessary form work complete all as specified and directed.
Excavating in soft/loose soil, in trenches, n exc 1.5 m 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 1.5 m in depth and getting out complete all as specified and directed.
Excavating in soft/loose soil, in trenches, n exc 1.5 m wide and exc 1.5m upto 3 m depth in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.
M&L for type D2 1:4:8 (40mm graded agg ) cement concrete in foundation, filling and mass concrete complete all as specified and directed.
M&L for 75 mm thick Cement concrete type C-2,1:3:6 (40mm graded aggregate) as in plinth protection complete all as specified and directed.
M&L Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic meter, thickness of concrete 25 cm or less complete all as specified and directed.
M&L for M-30 graded Design mix reinforcement cement concrete (20mm graded agg) 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 M-30 graded Design mix reinforcement cement concrete (20mm graded agg) in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for M-30 graded Design mix reinforcement cement concrete (20mm graded agg) in Beams, cantilevers, bressummers, lintels beam over 1.5m span complete all as specified and directed.
M&L for M-30 graded Design mix reinforcement cement concrete (20mm graded agg) for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, chajja and in the shelves and the like complete all as specified and directed.
S&F Flat Formwork to sides of rough finish surfaces 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 complete all as specified and directed.
S&F Flat Formwork to sides of rough finish surfaces to sides and soffits of floor or roof beams, plinth beam, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed.
S&F for Formwork to faces of formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
S&F rough finish Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.
S&F Mild steel TMT bars 10mm dia and over, for concrete, 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 complete all as specified and directed.
All as described srl item no 23.00 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.
M&L for brick work with sub class 'B' old size bricks straight or curved on plan exc 6 m mean radis built in CM 1:6 complete all as specified and directed.
M&L for plastering 10 mm thick in cement mortar 1:4 on fair faces of brick wall/concrete wall. Finish even and smooth without using extra cement complete all as specified and directed.
M&L for rendering plaster 5 mm thick in celing on fair faces in cement mortar 1:3. finish even and smooth without using extra cement all as specified and directed.
M&L for preparation of newly plastered surfaces in ceiling and applying three coats white washing all as spd complete all as specified and directed.
M& L for preparing plastered new surfaces of wall and applying three coats of white wash on wall surface complete all as specified and directed
M&L for 25mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) in padding on roof complete all as specified.
M&L for screed bed 15mm thick in cm 1:3 on roof surfaces mixed with WPC 3% by weight of cement finished even and smoothwithout using extracement.( WPC liquid compound will be paid seperately) complete all as specified and directed.
Supply only integral water proofing compound in liquid form complete all as specified and directed.
S&F 110 mm PVC (SWR) pipes single socketed, in any length with rubber ring jointsfixed to walls complete all as specified and directed.
S&F PVC 110mm bore (SWR) bends, elbow including taking down complete all as specified and directed.
M&L for 100mm bore of pipe stack clamps made out of 50mm x 5mm thick flatAluminium and 16mm dia round iron stays, including bolts and nuts and securing ends for stays to wall or roof complete all as specified and directed.
Returning filling in hard/dense soil, including spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point including oading/ unloading and stacking at the destination, complete all as specified and directed.
Excavation over area n exc 1.5 M in depth and getting out in soft/ loose soil complete all as specified and directed.
M&L for soiling (or sub base) 150mm thick with broken boulders or quarried stone, inter stices filled, surface formed and rolled with 8 to 12 tone power roller and consolidated to required gradient and cambr complete all as sprcified and directed.
M&L for forming 20mm thick expansion jonts filled with pre-formed bituminuous filler and tp 30mm primed and sealed with sealing compound grade - A , Thickness of slab 150mm all as specified and directed.
M&L for forming contraction (dummy) joints 65mm dep x 10mm wide, filled with saling compound Grade "A" complete all as specified and directed.
M&L for finishing surface of concrete roads, pavements by brooming complete all as specified and directed.
M&L for point wiring with Single core pvc (FRLS) insulated, unsheathed, stranderd copper conductor of size 1.5 sqmm with 1.5 sqmm earth lead of same specification, concealed type, drawing in & including pvc conduit medium grade not less than 25 mm dia, having wall thickness not less than 2 mm with all fittings with MS/CI sunk box of wall thickness not less than 1.2 mm thick sheet including one coat of red oxide primer on internal and external surface covered with 3 mm thick IS-2036 marked laminated sheet cover (for mounting switches, sockets, regulators etc.) for one light/fan/ 5 amp socket independent/ bell point controlled by one, one way switch, etc complete all as specified and directed the following:-
All as described srl item no 40.00 here-in-before but one light / fan point controlled by one switch one way.
All as described srl item no 40.00 here-in-before but one socket out let 5 Amps point controlled by one switch one way on same switch board.
S & F switch piano flush type 5 amps SP one way 230 volts complete all as specified and directed.
S & F socket 5 amps 5 pin flush type , 230 volts complete all as specified and directed.
S & F ceiling rose three terminals/PVC/polycarbonate, isolated body on PVC board complete all as specified and directed.
S & F LED Tube light fitting, complete with 1x 20 watts, 220V, AC decorative box type with driver, holder in and including LED tube light connection complete prewired and connecting electrically to ceiling rose to fitting using PVC insulated and overall sheathed flexible copper conductor cable of size 0.75 sqmm 3 core and connector block etc and necessary fixing arrangement at any height complete all as specified and directed.
S & F lamp holder insulated body PVC/ Polycabonate type with back plate suitable for batten/angular/pendent holder fittings complete all as specified and directed.
All as described srl item no 47.00 here-in-before but S&F LED lamp 9W suitable complete all as specified and directed.
S&F 1x30 watt LED Building security light energy saving & environmental friendly long life luminaire with high power LEDs as light source and electronic driver including security light brackets of suitable dia GI pipe medium grade including flat iron clamps and Suitable nuts and bolts grouted in wall including all material required for fitting complete all as specified and directed.
S&F sheet metal enclosure MCB distribution board single pole & neutral 240 volts 4 way with IP-43 IK-09 protection single door complete with appropriate size bus bar 200 amps and neutral link, fixed flush in wall including chases wall for fixing DB and making good distributed wall surfaces to match with existing complete all as specified and directed. Note-MCBs will be measured separately
S&F MCB, SP, AC, 240 volts 'C' curve capacity of 06 to 32 Amps, 10kA and making connections complete all as specified & directed.
S & F MCB, SPN 240 volt any rating from 5 to 32 amps , with rupturing capacity 10 KA ,inculding providing thimble for out going cable complete all as specified and directed.
Earthing complete with steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 metres below normal ground level, connecting to the Galvanized iron earth wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanized iron and steel earthwire protected by provision of GI medium grade pipe 15mm bore including provision of concrete pit made from PCC (1:2:4) type B-1(using 20mm graded stone aggregates) with 17mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 25 x 25 x 6mm with lugs 02 No and with 6mm dia MS bar handle made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom, 1.75 metre long placed on top edge of earth plate, common salt & charcoal filling, test point made out of 17mm x 8mm FI with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metres, all as per electrical plate No.5 of SSR Part-I connected to earth test point all as specified or indicated including testing on complete all as specified and directed.
S&F 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspen ded by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular complete all as specified and directed.
Supply and laying GI tubes light grade, galvanised, 40mm bore including necessary GI fittings, laid in trenches or under floor or fixed with poles/walls for mechanical protection of electric cable complete all as specified and directed.
M/S Keshav Brothers (BID ID -3501561)
M/S MRIGASYA INFRA (BID ID -3507166)
Arun Construction Co. (BID ID -3506917)
AMBEY CONSTRUCTION (BID ID -3507024)
SK INFRA INDIA (BID ID -3492903)
BHAGWAN DAS & Co (BID ID -3506935)
veer enterprises (BID ID -3507089)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.42 MB
8615TD.pdf
Tender Documents • 1.96 MB
BOQ_829532.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid