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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹3.8 Cr+₹16.3 L (4.44%)Rejected-Finance 602 6TH FLOOR BNG HOUSE D N ROAD FORT MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | ₹3.8 Cr+₹16.3 L (4.44%) | L2 | Rejected-Finance BOQ IN ORDER |
| 3 | L3₹4.2 Cr+₹52.8 L (14.4%)Rejected-Finance EBENEZER C C33 1185A CHALIKAVATTOM VENNALA P O KOCHI KERALA 682 028 | ERNAKULAM | KERALA | 682028 | ₹4.2 Cr+₹52.8 L (14.4%) | L3 | Rejected-Finance BOQ IN ORDER |
| 4 | L4₹4.2 Cr+₹57.0 L (15.6%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | ₹4.2 Cr+₹57.0 L (15.6%) | L4 | Rejected-Finance BOQ IN ORDER |
| 5 | L5₹4.3 Cr+₹68.3 L (18.6%)Rejected-Finance 106 AGARWAL AND COMPANY PROFESSOR COLONY OPP OF WALL FORT CITY RING ROAD NO 01 RAIPUR CHHATTISGARH 492001 | RAIPUR | CHHATTISGARH | 492001 | ₹4.3 Cr+₹68.3 L (18.6%) | L5 | Rejected-Finance BOQ IN ORDER |
| Sl No | Description | Qty | Unit | B5BUILDING SOLUTIONS L8 | DJ GROUP L4 | Star Construction Co. L2 | Crescent Construction Company L12 | M/S AARJAY ASSOCIATES L10 | agarwal and company L5 | Ramshree Global Constructions Pvt. Ltd L11 | Powertech Engineers L3 | K P DIVAKARAN L1 | G ANILKUMAR L6 | ROY CONSTRUCTION CO L7 | Lucky General engineers and Contractors L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | SCHEDULE 'A' PART - I (AREA DRAINAGE)
Earth work 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.,complete all as specified and directed. | 82.94 | Cum | 850 ₹70,499 | 400 ₹33,176 | 250 ₹20,735 | 450 ₹37,323 | 350 ₹29,029 | 270 ₹22,393.8 | 280 ₹23,223.2 | 400 ₹33,176 | 150 ₹12,441 Lowest | 300 ₹24,882 | 480 ₹39,811.2 | 350 ₹29,029 |
| 2.00 | Material and labour for PCC type C2, 1:3:6 (40mm graded stone aggregate) as in foundation, footing and mass concrete complete all as specified and directed. | 12.15 | Cum | 7,700 ₹93,555 | 6,100 ₹74,115 | 6,500 ₹78,975 | 7,500 ₹91,125 | 6,000 ₹72,900 | 7,200 ₹87,480 | 8,000 ₹97,200 | 8,500 ₹1,03,275 | 5,200 ₹63,180 Lowest | 6,500 ₹78,975 | 8,000 ₹97,200 | 9,300 ₹1,12,995 |
| 3.00 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in foundation, footings, bases of retaining wall and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 822.5 | Cum | 9,675 ₹79,57,687.5 | 10,500 ₹86,36,250 | 9,500 ₹78,13,750 Lowest | 11,500 ₹94,58,750 | 12,000 ₹98,70,000 | 12,060 ₹99,19,350 | 10,340 ₹85,04,650 | 11,500 ₹94,58,750 | 9,500 ₹78,13,750 Lowest | 10,500 ₹86,36,250 | 10,395 ₹85,49,887.5 | 10,300 ₹84,71,750 |
| 4.00 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 640.63 | Cum | 9,700 ₹62,14,111 | 11,000 ₹70,46,930 | 9,500 ₹60,85,985 Lowest | 13,000 ₹83,28,190 | 12,000 ₹76,87,560 | 12,060 ₹77,25,997.8 | 10,970 ₹70,27,711.1 | 11,500 ₹73,67,245 | 9,500 ₹60,85,985 Lowest | 12,000 ₹76,87,560 | 10,650 ₹68,22,709.5 | 10,600 ₹67,90,678 |
| 5.00 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam sides, sides and soffits (if any) of foundation and Plinth beams and similar work vertical or to batter in fair finished (flat) complete all as specified and directed. | 36 | Sqm | 650 ₹23,400 | 450 ₹16,200 | 400 ₹14,400 Lowest | 600 ₹21,600 | 450 ₹16,200 | 450 ₹16,200 | 430 ₹15,480 | 650 ₹23,400 | 650 ₹23,400 | 450 ₹16,200 | 550 ₹19,800 | 400 ₹14,400 Lowest |
| 6.00 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter in fair finished(flat) complete all as specified and directed. | 152.64 | Sqm | 675 ₹1,03,032 | 530 ₹80,899.2 | 400 ₹61,056 Lowest | 850 ₹1,29,744 | 400 ₹61,056 Lowest | 450 ₹68,688 | 670 ₹1,02,268.8 | 650 ₹99,216 | 480 ₹73,267.2 | 540 ₹82,425.6 | 550 ₹83,952 | 540 ₹82,425.6 |
| 7.00 | Supply and fix mild steel TMT bar (CRS) 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 1,57,885.81 | Kg | 102 ₹1,61,04,352.62 | 101 ₹1,59,46,466.81 | 98 ₹1,54,72,809.38 | 116 ₹1,83,14,753.96 | 120 ₹1,89,46,297.2 | 108 ₹1,70,51,667.48 | 120 ₹1,89,46,297.2 | 98 ₹1,54,72,809.38 | 86 ₹1,35,78,179.66 Lowest | 94 ₹1,48,41,266.14 | 112 ₹1,76,83,210.72 | 105 ₹1,65,78,010.05 |
| 8.00 | Supply and fix mild steel TMT bar (CRS) 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 mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 2,781.36 | Kg | 112 ₹3,11,512.32 | 105 ₹2,92,042.8 | 98 ₹2,72,573.28 | 120 ₹3,33,763.2 | 121 ₹3,36,544.56 | 108 ₹3,00,386.88 | 130 ₹3,61,576.8 | 102 ₹2,83,698.72 | 87 ₹2,41,978.32 Lowest | 94 ₹2,61,447.84 | 113 ₹3,14,293.68 | 110 ₹3,05,949.6 |
| 9.00 | Returning, filling in excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil complete all as specified and directed. | 5.09 | Cum | 480 ₹2,443.2 | 250 ₹1,272.5 | 90 ₹458.1 | 400 ₹2,036 | 100 ₹509 | 207 ₹1,053.63 | 1,000 ₹5,090 | 60 ₹305.4 Lowest | 100 ₹509 | 190 ₹967.1 | 400 ₹2,036 | 140 ₹712.6 |
| 10.00 | SCHEDULE 'A' PART - II (COMPOUND WALL/FENCING & GATE)
Material and labour for Precast cement concrete solid block masonry with PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exceeding 10cm in width and setting in cement mortar 1:6, complete all as specified and directed. | 49.71 | Cum | 8,700 ₹4,32,477 | 8,000 ₹3,97,680 | 8,000 ₹3,97,680 | 9,250 ₹4,59,817.5 | 9,500 ₹4,72,245 | 8,100 ₹4,02,651 | 11,200 ₹5,56,752 | 7,000 ₹3,47,970 Lowest | 8,000 ₹3,97,680 | 9,000 ₹4,47,390 | 7,800 ₹3,87,738 | 9,500 ₹4,72,245 |
Tender Value
₹4.7 Cr
EMD Value
₹5.4 L
Closing Date
6 Nov 2025, 6:00 pmClosed
CE AF BANGALORE
Chief Engineer AF Bangalore No. 2 DC Area MES Road Yeshwantpur Post Bangalore 560022
PROVISION OF RETAINING WALL AT CERTAIN LOCATIONS AT CHITRALEKHA COMPLEX AT HQ SAC(U) UNDER GE (AF) TRIVANDRUM
2025_MES_734472_1
801687/E8
Open Tender
Civil Works
Item Rate
450 days
Trivandrum
Class A cat a i
8 documents required · 8 mandatory
₹2,000
GE (AF) TRIVANDRUM
₹5.4 L
Yes
12 Jan 2026
9 Oct 2025
13 Nov 2025
9 Oct 2025
6 Nov 2025
30 Oct 2025
10 Oct 2025 - 19 Oct 2025
Amount
SCHEDULE 'A' PART - I (AREA DRAINAGE) Earth work 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.,complete all as specified and directed.
Material and labour for PCC type C2, 1:3:6 (40mm graded stone aggregate) as in foundation, footing and mass concrete complete all as specified and directed.
Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in foundation, footings, bases of retaining wall and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed.
Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam sides, sides and soffits (if any) of foundation and Plinth beams and similar work vertical or to batter in fair finished (flat) complete all as specified and directed.
Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter in fair finished(flat) complete all as specified and directed.
Supply and fix mild steel TMT bar (CRS) 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed.
Supply and fix mild steel TMT bar (CRS) 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 mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed.
Returning, filling in excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil complete all as specified and directed.
SCHEDULE 'A' PART - II (COMPOUND WALL/FENCING & GATE) Material and labour for Precast cement concrete solid block masonry with PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exceeding 10cm in width and setting in cement mortar 1:6, complete all as specified and directed.
Material and labour for Cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping including form work, complete all as specified and directed.
Material and labour for rendering 15mm thick in cement mortar (1:4) on fair faces of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed
Material and labour for preparation of new plastered surfaces and applying two coats of cement base paint over a coat of primer on newly wall surfaces, complete all as specified and directed.
Supply and fix mild steel work as hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, welding, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
Supply and fix Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. Note:- Each line of barbed wire shall be measured
Supply and fix Galvanised steel punched type concertina coil 610mm dia (in stretched position) with number of circles 80 Nos of 200 clips with weight 7.5 to 8 Kg/Coil and recommended average coverage is 6.00 RM per coil, hot dip galvanized steel wire coated with CLR anticorrosive paint, making diamond shape with the help of dove tail clips (18 SWG) fixed over barbed wire with angle iron. The concertina coil is to be fixed with barbed wire at points wherever coil touches the bottom of barbed wire with the help of hog rings (14 SWG),complete all as specified and directed.
Material and labour for preparation of new steel surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome complete all as specified and directed.
SCHEDULE 'A' PART - III (RETAINING WALL) Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
Demolition of brickwork or stone/ boulder masonry for ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling, built in cement or cement/ lime mortar including all quoins, arches, pillars, etc complete all as specified and directed.
Earth work in excavation (all kind of soil) by mechanical means (Hydraulic excavator) means over areas (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 as specified and directed.
Earth work in excavation (all kind of soil) by mechanical means (Hydraulic excavator) means over areas (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 exc 1.5m, as complete all as specified and directed.
Rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and directed
Material and labour for PCC type B2, 1:2:4 (40mm graded aggregate) as in foundation, footing and mass concrete complete all as specified and directed.
Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam sides, sides and soffits (if any) of foundation and Plinth beams and similar work vertical or to batter in rough finished (flat) complete all as specified and directed.
Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter in rough (flat) complete all as specified and directed.
Supply and fix PVC pipe 75mm dia of wrapped with wire netting at mouth of pipe with fixed complete to walls, ceiling or in floors etc for weep holes, complete all as specified and directed.
Material and labour for filling of dry aggregate of broken stone or boulders, back side of retaining wall of gauge 40 to 60mm complete all as specified and directed.
Material and labour for filling of dry aggregate of broken stone or boulders, back side of retaining wall of gauge 60 to 80mm complete all as specified and directed.
Removing excavated material to a distance exceeding 1.5 km but not exceeding 5.0 km and depositing/ stack where directed by Engineer -in- charge , complete all as specified and directed.
Returning/ back filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of hard/dense soil including lead from exceeding 1.5 km but not exceeding 5.0 km, complete all as specified and directed. Note : - Earth excavated and stored in defence land to be used for back filling.
Material and labour for 25mm thick crumple joint filled with pre-formed bituminous filler board ISI marked conforming to IS 188 (Part -I) (reaffirmed 2010) complete all as specified and directed.
Star Construction Co. (BID ID -3486572)
Powertech Engineers (BID ID -3486792)
DJ GROUP (BID ID -3482578)
agarwal and company (BID ID -3486710)
G ANILKUMAR (BID ID -3486919)
ROY CONSTRUCTION CO (BID ID -3486970)
B5BUILDING SOLUTIONS (BID ID -3482489)
Lucky General engineers and Contractors (BID ID -3486492)
M/S AARJAY ASSOCIATES (BID ID -3486689)
Ramshree Global Constructions Pvt. Ltd (BID ID -3486780)
Crescent Construction Company (BID ID -3486645)
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