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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance | ₹1.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.1 Cr+₹4.9 L (4.49%)Rejected-Finance | ₹1.1 Cr+₹4.9 L (4.49%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 Cr+₹19.5 L (17.9%)Rejected-Finance A 94 SECTOR P 3 GREATER NOIDA G B NAGAR | GREATER NOIDA | G B NAGAR | U P | ₹1.3 Cr+₹19.5 L (17.9%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical OFFICE NO 318 319 3RD FLOOR EXPERION CAPITAL VIBHUTI KHAND GOMTI NAGAR LUCKNOW UTTAR PRADESH 226010 | LUCKNOW | UTTAR PRADESH | 226010 | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
16 Feb 2026, 5:00 pmClosed
GM_PROJECT
GNIDA OFFICE
Widening of Existing Road From Rajwaha to Railway Crossing and Construction / Raising of Some Other Internal Road in Village Chamrawali Bodaki, Greater Noida.
2026_GNIDA_1112638_15
SM/(E-TENDER CELL)/2026/711 DATED-02.02.2026
Open Tender
Civil Works
Fixed-rate
270 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,810
₹3.3 L
12 Jun 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-2020/305(a)
12mm cement plaster of mix:
1:6 (1 cement : 6 coarse sand) (DSR-18/13.4.2/ AR)
2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as by the manufacturer including supply of all materials, labour. Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. UPPWD/SOR-2020, item no.-360
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (Sail Steel) (DSR-2018/10.25.2/AR)
Excavation in foundation in ordinary soil(Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). (SOR-251a)
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work.
8:4:1(1cement :4coarse sand 8 graded stone aggregate 40mm nominal size) SOR-281/5.4.3
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) (DSR-2018/5.22.6/AR)
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2018/16.1
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. DSR-18/11.2
Cement concrete with 4 cm gauge approved stone ballast, coarse sand &cement in the proportion of 8:4:1 including supply of all materlals, labour, tools, & plants etc.required for proper completion of the work. SOR-281
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. (DSR-18/16.44/P-268)
Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound Grade-A in expansion joints. DSR-18/5.28
Providing and laying I shaped interlocking tiles Rubber Moulded 80mm thick precast cement concrete having plan dimension 200 x (160+120mm) with compressive strength not be less than 40Mpa (M-40 and weight 5Kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of Engineer-in-Charge with conforming to ISI-15658-2006 (SOR/A.R) Grey colour. (AR/GNIDA)
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m With common brunt clay F.P.S. (non modular) bricks of class designation 7.5 DSR-18/19.10
Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead:
Thickness upto 40 mm (DSR-18/15.40.1)
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. HD-20 Circular shape 560 mm internal diameter (DSR-18/19.19.3.1
Labour Cess and GST will be paid extra as per govt.orders
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Tendernotice_1.pdf
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PreQ_Wide_Con_Rajwah_Croing_Internal_Vill_Bodaki.pdf
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BOQ_2058268.xls
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