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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | ₹14.1 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹17.6 L+₹3.5 L (24.5%)Rejected-Finance | ₹17.6 L+₹3.5 L (24.5%) | L2 | Rejected-Finance Being not lowest |
| 3 | L3₹17.7 L+₹3.6 L (25.5%)Rejected-Finance | ₹17.7 L+₹3.6 L (25.5%) | L3 | Rejected-Finance Being not lowest |
| 4 | L4₹21.2 L+₹7.1 L (50.2%)Rejected-Finance | ₹21.2 L+₹7.1 L (50.2%) | L4 | Rejected-Finance Being not lowest |
| 5 | L5₹22.5 L+₹8.4 L (59.4%)Rejected-Finance D 91 BLOCK D AMITY GREEN HASEMAU LUCKNOW PIN 226028 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226028 | ₹22.5 L+₹8.4 L (59.4%) | L5 | Rejected-Finance Being not lowest |
| Sl No | Description | Qty | Unit | M/S DEEKSHA CONSTRUCTION L3 | GAYDIN CONSTRUCTIONS L2 | UNIVERSAL ELECTRIC WORKS L4 | Matrubhoomi Construction L5 | Minakshi Construction L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as drected. | 1,074 | Sqm | 30 ₹32,220 Lowest | 55 ₹59,070 | 45 ₹48,330 | 115 ₹1,23,510 | 30 ₹32,220 Lowest |
| 2.00 | M&L for rolling by power roller exceeding 8 tonne but not exceeding 12 tonne and consolidating formation surfaces in cutting complete all as specified and as directed. | 107.4 | 10 Sqm | 500 ₹53,700 | 95 ₹10,203 Lowest | 700 ₹75,180 | 560 ₹60,144 | 200 ₹21,480 |
| 3.00 | M&L for 150 mm spread thickness soling (or subbase) with broken boulders or quarried stone, interstices filled, surface formed and rolling with power roller exceeding 8 tonne and not exceeding 12 tonne complete all as specified and as directed. | 107.4 | 10 Sqm | 3,800 ₹4,08,120 | 2,765 ₹2,96,961 | 700 ₹75,180 Lowest | 3,700 ₹3,97,380 | 2,800 ₹3,00,720 |
| 4.00 | M&L for 150 mm thick in two layer (consisting of each layer 75 mm thick compacted thickness) WBM, with (garnite, trape or basalt) coarse aggregate of grading 2 (63 to 40 mm size) for first layer and grading 3( 50 mm to 20 mm ) for second layer, spread, rolled and consolidated to gradient and camber required by using power roller exceeding 8 tonne and not exceeding 10 tonne complete all as specified and as directed. | 69.4 | 10 Sqm | 4,500 ₹3,12,300 | 4,400 ₹3,05,360 | 2,800 ₹1,94,320 Lowest | 5,900 ₹4,09,460 | 3,500 ₹2,42,900 |
| 5.00 | M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a primer tack coat with bituminous primer using paving bitumen of grade VG-10 at 10 Kg per 10 sqm complete all as specified and as directed. | 69.4 | 10 Sqm | 500 ₹34,700 | 875.75 ₹60,777.05 | 4,900 ₹3,40,060 | 350 ₹24,290 Lowest | 450 ₹31,230 |
| 6.00 | M&L Providing bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with minimum 5.5 % binder content by weight of total mix, using paving bitumen VG-30 using hot mix plant and laid by using mechanical paver, rolled and compacted with 8 to 10 tonne power roller to required camber and gradient complete all as specified and as directed.
Note :-
(i) Work shall be executed as per approved design mix from NABL Govt approved lab /Govt Engg College as decided by GE.
(ii) Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government. | 69.4 | 10 Sqm | 3,400 ₹2,35,960 | 3,245.75 ₹2,25,255.05 | 5,500 ₹3,81,700 | 5,600 ₹3,88,640 | 3,200 ₹2,22,080 Lowest |
| 7.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10 cm wide on roads pavements with hot applied thermo plastic road marking paint (Retro reflective type) of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed.
Note:-
(i) Road marking work shall be carried out in accordance with manufacture's instructions and as specified.
(ii) Refer MORTH specification of Para 803.4.2.1 and 800.4.2.2 on bituminous surface in white colour or yellow colour and super imposed with glass beads confirming to BS 6088 and MORTH specification Para 803.4.3.3 | 400 | RM | 380 ₹1,52,000 | 375 ₹1,50,000 | 935 ₹3,74,000 | 450 ₹1,80,000 | 60 ₹24,000 Lowest |
| 8.00 | S&F of cat eye reflectiv type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including mild steel stud of suitable size complete all as per manufacturer's instruction complete all as specified and directed. | 20 | Each | 100 ₹2,000 Lowest | 350 ₹7,000 | 300 ₹6,000 | 450 ₹9,000 | 450 ₹9,000 |
| 9.00 | S&F in replacement of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one Nl-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10.000 to 18,000 mcd completed as per manufactures instructions complete all as specifed and as directed.
Make:- Dark eye or Greenlite as approved. | 14 | Each | 1,900 ₹26,600 | 1,200 ₹16,800 Lowest | 1,400 ₹19,600 | 2,550 ₹35,700 | 2,500 ₹35,000 |
| 10.00 | M&L cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mase concrete complete all as specified and as directed. | 18 | Cum | 3,200 ₹57,600 Lowest | 4,000 ₹72,000 | 4,500 ₹81,000 | 4,950 ₹89,100 | 5,000 ₹90,000 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
4 Feb 2026, 6:00 pmClosed
CWE(AF) Bamrauli
HQ CWE(AF) Bamrauli Prayagraj 211012
PROVN OF PERIMETER ROAD, DRAIN, CULVERT ALONGWITH ASSOCIATED ROAD FURNITURE AT 4AFSB VARANASI
2026_MES_748382_1
87576/C/E8
Open Tender
Civil Works
Item Rate
182 days
GORAKHPUR
MES Enlisted Contractor of class E category a v
7 documents required · 7 mandatory
₹500
GE(AF) GORAKHPUR
₹48,000
Yes
16 Mar 2026
13 Jan 2026
9 Feb 2026
13 Jan 2026
4 Feb 2026
28 Jan 2026
13 Jan 2026 - 20 Jan 2026
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as drected.
M&L for rolling by power roller exceeding 8 tonne but not exceeding 12 tonne and consolidating formation surfaces in cutting complete all as specified and as directed.
M&L for 150 mm spread thickness soling (or subbase) with broken boulders or quarried stone, interstices filled, surface formed and rolling with power roller exceeding 8 tonne and not exceeding 12 tonne complete all as specified and as directed.
M&L for 150 mm thick in two layer (consisting of each layer 75 mm thick compacted thickness) WBM, with (garnite, trape or basalt) coarse aggregate of grading 2 (63 to 40 mm size) for first layer and grading 3( 50 mm to 20 mm ) for second layer, spread, rolled and consolidated to gradient and camber required by using power roller exceeding 8 tonne and not exceeding 10 tonne complete all as specified and as directed.
M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a primer tack coat with bituminous primer using paving bitumen of grade VG-10 at 10 Kg per 10 sqm complete all as specified and as directed.
M&L Providing bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with minimum 5.5 % binder content by weight of total mix, using paving bitumen VG-30 using hot mix plant and laid by using mechanical paver, rolled and compacted with 8 to 10 tonne power roller to required camber and gradient complete all as specified and as directed. Note :- (i) Work shall be executed as per approved design mix from NABL Govt approved lab /Govt Engg College as decided by GE. (ii) Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10 cm wide on roads pavements with hot applied thermo plastic road marking paint (Retro reflective type) of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and as directed. Note:- (i) Road marking work shall be carried out in accordance with manufacture's instructions and as specified. (ii) Refer MORTH specification of Para 803.4.2.1 and 800.4.2.2 on bituminous surface in white colour or yellow colour and super imposed with glass beads confirming to BS 6088 and MORTH specification Para 803.4.3.3
S&F of cat eye reflectiv type of metal body alloy of size 100mmx100mmx20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including mild steel stud of suitable size complete all as per manufacturer's instruction complete all as specified and directed.
S&F in replacement of solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one Nl-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10.000 to 18,000 mcd completed as per manufactures instructions complete all as specifed and as directed. Make:- Dark eye or Greenlite as approved.
M&L cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mase concrete complete all as specified and as directed.
S&F 200 dia bore Reinforced concrete drain pipes, class NP-2 laid and jointed in cement and sand mortar 1:1 with collors complete all as specified and as directed.
M&L for 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways of 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 inlcuding 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
M&L cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in concrete bed to drain pipe including packing under, and haunching against the sides of pipe after they are layed and tested for 200mm bore pipe complete all as specified and as directed.
Removing surplus soil to a distance exceeding 250 m and not excceing 500 m and depositing where directed at a level not. exceeding 1.5 m above starting point complete all as specified and as directed .
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