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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₹32.4 LAccepted-AOC 186 D STREET NO 7 GREEN CITY RANJIT SAGAR ROAD NEAR ARMY STATION JAMNAGAR 362 225 | JAMNAGAR | JAMNAGAR | GUJARAT | 362225 | L1 | Accepted-AOC L1 AND REASONABLE | |
| 2 | L2₹32.5 L+₹776.97 (0.02%)Rejected-Finance | L2 | Rejected-Finance NOT L1 | |
| 3 | L3₹33.8 L+₹1.2 L (3.79%)Rejected-Finance | L3 | Rejected-Finance NOT L1 | |
| 4 | L4₹33.9 L+₹1.3 L (4.12%)Rejected-Finance | L4 | Rejected-Finance NOT L1 | |
| 5 | L5₹33.9 L+₹1.4 L (4.33%)Rejected-Finance | L5 | Rejected-Finance NOT L1 |
| Sl No | Description | Qty | Unit | badri glass and construction L2 | rajengineers L8 | SIBS CONTRACTOR L3 | JAMNAGAR ELECTRIC AND MACHINERY CO L9 | M/s super construction L6 | S t modi L5 | Honest builders L4 | Rameshwar Enterprise L7 | SAPPERS CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30cm deep and averaging 15cm and getting out in hard/dense soil Complete all specified and directed by Engineer-incharge. | 1,800 | Sqm | 21 ₹37,800 Lowest | 31 ₹55,800 | 25 ₹45,000 | 31 ₹55,800 | 34 ₹61,200 | 27 ₹48,600 | 27 ₹48,600 | 34 ₹61,200 | 25 ₹45,000 |
| 2.00 | M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregates) as foundation and mass concrete Complete all specified and directed by Engineer-incharge. | 28 | Cum | 3,400 ₹95,200 | 4,000 ₹1,12,000 | 3,500 ₹98,000 | 3,449 ₹96,572 | 3,600 ₹1,00,800 | 4,013 ₹1,12,364 | 3,280 ₹91,840 | 3,200 ₹89,600 Lowest | 4,500 ₹1,26,000 |
| 3.00 | Demolition stone masonry laid dry and broken to boulder for reused in same work Complete all specified and directed by Engineer-incharge. | 50 | Cum | 353 ₹17,650 | 380 ₹19,000 | 400 ₹20,000 | 381 ₹19,050 | 410 ₹20,500 | 334 ₹16,700 Lowest | 380 ₹19,000 | 400 ₹20,000 | 450 ₹22,500 |
| 4.00 | M & L Boulder pitching, laid dry, hand packed tightly in vertical bunds with sloping face pitching is grouted with cement and sand mortar 1:6 Complete all specified and directed by Engineer-incharge. | 100 | Cum | 2,400 ₹2,40,000 Lowest | 2,700 ₹2,70,000 | 2,560 ₹2,56,000 | 2,644 ₹2,64,400 | 2,600 ₹2,60,000 | 2,753 ₹2,75,300 | 2,490 ₹2,49,000 | 2,650 ₹2,65,000 | 2,500 ₹2,50,000 |
| 5.00 | M & L except Boulder (to be reused from demolition reterive from item No 3) pitching, laid dry, hand packed tightly in vertical bunds with sloping face pitching is grouted with cement and sand mortar 1:6 Complete all specified and directed by Engineer-incharge. | 50 | Cum | 1,600 ₹80,000 | 1,670 ₹83,500 | 1,400 ₹70,000 | 1,568 ₹78,400 | 1,480 ₹74,000 | 1,553.09 ₹77,654.5 | 1,650 ₹82,500 | 1,350 ₹67,500 Lowest | 1,500 ₹75,000 |
| 6.00 | M & L for brickwork with fly ash bricks in brick on edge walls (less than 1/2 brick thick built in CM 1:3 Complete all specified and directed by Engineer-incharge. | 60 | Sqm | 500 ₹30,000 | 485 ₹29,100 Lowest | 600 ₹36,000 | 601 ₹36,060 | 580 ₹34,800 | 592 ₹35,520 | 550 ₹33,000 | 535 ₹32,100 | 5,000 ₹3,00,000 |
| 7.00 | Raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc Complete all specified and directed by Engineer-incharge. | 6 | 10 Sqm | 500 ₹3,000 | 520 ₹3,120 | 400 ₹2,400 | 460 ₹2,760 | 480 ₹2,880 | 653 ₹3,918 | 350 ₹2,100 Lowest | 500 ₹3,000 | 500 ₹3,000 |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, Complete all specified and directed by Engineer-incharge. | 690 | Cum | 92 ₹63,480 Lowest | 160 ₹1,10,400 | 123 ₹84,870 | 162 ₹1,11,780 | 140 ₹96,600 | 110 ₹75,900 | 120 ₹82,800 | 114 ₹78,660 | 120 ₹82,800 |
| 9.00 | Excavating in trenches in any type of soil n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. Complete all specified and directed by Engineer-incharge. | 99.15 | Cum | 134 ₹13,286.1 | 200 ₹19,830 | 145 ₹14,376.75 | 172 ₹17,053.8 | 180 ₹17,847 | 134 ₹13,286.1 | 120 ₹11,898 Lowest | 155 ₹15,368.25 | 135 ₹13,385.25 |
| 10.00 | S & F TMT steel 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 & including MS wire (annealed) not less than 0.9mm dia or securing with clips, Gde of steel shall be Fe-500/ Fe-500d/ Fe-550/ Fe-550d Complete all specified and directed by Engineer-incharge. | 5,640 | Kg | 98 ₹5,52,720 | 104 ₹5,86,560 | 101 ₹5,69,640 | 190 ₹10,71,600 | 99 ₹5,58,360 | 100 ₹5,64,000 | 100 ₹5,64,000 | 110 ₹6,20,400 | 95 ₹5,35,800 Lowest |
Tender Value
₹33.3 L
EMD Value
₹66,600
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE A JAMNAGAR
INFANTRY LINES JAMNAGAR
PROVN OF RAIN WATER HARVESTING AT MILITARY STATION JAMNAGAR
2025_MES_719983_1
8160
Open Tender
Civil Works
Item Rate
180 days
JAMNAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY JAMNAGAR
₹66,600
10 Sept 2025
11 Jul 2025
1 Aug 2025
12 Jul 2025
30 Jul 2025
24 Jul 2025
Amount
Surface excavation n exc 30cm deep and averaging 15cm and getting out in hard/dense soil Complete all specified and directed by Engineer-incharge.
M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregates) as foundation and mass concrete Complete all specified and directed by Engineer-incharge.
Demolition stone masonry laid dry and broken to boulder for reused in same work Complete all specified and directed by Engineer-incharge.
M & L Boulder pitching, laid dry, hand packed tightly in vertical bunds with sloping face pitching is grouted with cement and sand mortar 1:6 Complete all specified and directed by Engineer-incharge.
M & L except Boulder (to be reused from demolition reterive from item No 3) pitching, laid dry, hand packed tightly in vertical bunds with sloping face pitching is grouted with cement and sand mortar 1:6 Complete all specified and directed by Engineer-incharge.
M & L for brickwork with fly ash bricks in brick on edge walls (less than 1/2 brick thick built in CM 1:3 Complete all specified and directed by Engineer-incharge.
Raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc Complete all specified and directed by Engineer-incharge.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, Complete all specified and directed by Engineer-incharge.
Excavating in trenches in any type of soil n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. Complete all specified and directed by Engineer-incharge.
S & F TMT steel 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 & including MS wire (annealed) not less than 0.9mm dia or securing with clips, Gde of steel shall be Fe-500/ Fe-500d/ Fe-550/ Fe-550d Complete all specified and directed by Engineer-incharge.
M&L RCC M30 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete Complete all specified and directed by Engineer-incharge.
M&L RCC M30 (20mm graded aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses Complete all specified and directed by Engineer-incharge.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rouugh finished Complete all specified and directed by Engineer-incharge.
M&L for form work to sides of flat, rough finished surfaces of concrete foundations, footings, bases of columns, raft and bufle wall, sides and soffits (if any) of foundation and plinth beams and similar work; vertical to batter. Complete all specified and directed by Engineer-incharge.
Removing excavated material n exc 50m and depositing where Complete all specified and directed by Engineer-incharge.
Forming embankments incl raising (or lowering) earth spreading in layers n exc 30cm thick watering ramming/rolling and finishing etc n exc 1.5m high form base Complete all specified and directed by Engineer-incharge.
Forming embankments incl raising (or lowering) earth spreading in layers n exc 30cm thick watering ramming/rolling and finishing etc exc 3.0m but n.exc 4.5m high form base Complete all specified and directed by Engineer-incharge.
M&L M&L for PCC 1:3:6 type C1(20mm graded stone aggregate) pre-cast solid cement concrete block masonry with solid block exc 10 CM in width and setting in cement moetar 1:6 Complete all specified and directed by Engineer-incharge.
Rendering 15mm thick on fair faces on brick masonary or concrete surfaces in cm 1:6 finished. Complete all specified and directed by Engineer-incharge.
S&F 600 mm dia reinforced concrete pipes class NP2 with one collar per length of pipe Complete all specified and directed by Engineer-incharge.
S&F for 3 to 4 mm thick HDPE plastic Geomembrane pond liner sheet Heavy duty , Complete all specified and directed by Engineer-incharge.
M & L filling dry and clean sand in trenches for cable 8 cm deep below and 15 cm above for cable cushioning complete all as specified and directed by Engr in Charge
Supplying and laying un-reinforced precast concrete cable cover, LV low voltage type -I flat size 250 mm x 150 mm x 40 mm complete all as specified and directed by Engr-In-charge.
Returning filling including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in trenches complete all as specified and directed by Engr in Charge
Removal of surplus soil obtained from excavation to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr in Charge
M & L for XLPE insulated screened PVC bedded galvanised steel strip or wire armoured UG heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area of 16 sqmm 4 core size laid in trenches under floor/roads/hard standing along poles etc complete all as specified and directed by Engr in Charge.
M & L for XLPE insulated screened PVC bedded galvanised steel strip or wire armoured UG heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area of 25 sqmm 4 core size laid in trenches under floor/roads/hard standing along poles etc complete all as specified and directed by Engr in Charge.
S & F for sheet metal enclosure MCB DB TPN 4 way with 200 Amps rated bus bar 415 volts double door with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed.
Supply and fix time switches 415 V three Phase of 32 Amp 50 Hz , Ip 55 rating with contactor fitted inside steel enclosure Complete all specified and directed by Engineer-incharge.
S&F out door lighting fixture typically mounted on short, vertical posts or bollards (BGBOL 605 9 Watt led WW) designed to illuminate pathway, or outer area , electricaly connection with RCC mounting arrangement size of (1'*1'*1'), with nut bolt drilling in RCC arrangement fixing the bollard light one all as specified and directed by eng -in- charge.
M & L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground vertically (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.50 mtr deep below normal ground level, connecting to GI earth wire 4mm dia by means of bolts, nuts, check nuts, and washers of galvanized iron or steel including 15 mm dia. medium grade protection pipe for earth lead complete with charcoal and common salt including watering arrangement with galvanized iron pipe light grade 20 mm dia, PCC Chamber, CI frame and cover, MS funnel with wire mesh all as shown in electrical plate no 3 of SSR part I including excavation and earthwork in any type of soil/strata and testing on completion. Note :- GI earth wire 4 mm dia and 15 mm dia protection pipe upto 7.5 mtr from earth plate is deemed to be included in rate quoted. Complete all specified and directed by Engineer-incharge.
badri glass and construction (BID ID -3375612)
SIBS CONTRACTOR (BID ID -3376786)
Honest builders (BID ID -3377609)
S t modi (BID ID -3377520)
M/s super construction (BID ID -3377384)
Rameshwar Enterprise (BID ID -3377735)
rajengineers (BID ID -3376560)
JAMNAGAR ELECTRIC AND MACHINERY CO (BID ID -3376793)
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