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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.1 LAdmitted-Finance | -0.01% | ₹6.1 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 LAdmitted-Finance | +0.01% | ₹6.1 L | L2 | Admitted-Finance |
| 3 | L3₹6.1 LAdmitted-Finance | +0.02% | ₹6.1 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹6.1 L
EMD Value
₹60,528
Closing Date
13 Jan 2026, 5:00 pmClosed
EO Tikri Baghpat
N.P.Tikri Baghpat
06 - Kasba Tikri Patti Ratrana Ward No 7 mai Saraswati School se leker Devender putr Sukhpal ke makan tak C.C Sadak ve nali nirman karya.
2025_DOLBU_1100963_6
133/N.P.Tikri/2025-26 Dt. 19-12-2025
Open Tender
Miscellaneous Works
180 days
Tikri
Tender Fee, EMD and Other documents as per the tender document/NIT
2 documents required · 2 mandatory
₹708
EO Nagar Panchayat Tikri
₹60,528
31 Jan 2026
23 Dec 2025
14 Jan 2026
23 Dec 2025
13 Jan 2026
23 Dec 2025
Construction of embankment /patri with material obtained from borropit cartage 5.00km . Construction of embankment / patri with material obtained from borropits cartage 2.00 km . Construction of embankment /patri with approved material obtained from borrow pits with all lift and leads transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2
provinding and laying in position cement concrete of specifed grade excluding the cost of centering and shuttering 1;4;8 (1 cement 4 coarse sand zone 111)derived from natural sources 8 grade stone aggregates 40mm nominal size derived from natural source ) DSR 2023SI.NO. 4.1.8
Contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401
CC in (1:2:4) with approved ( 1 cement ;4coarse sand ; 8 stone grit ) in comp.position DSR2023 SI. NO . 4.1.3
Cement Concrete Pavement.construction of un - reinforcement dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other as per clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and opproriate weigh batcher using approved weigh batcher using mix design ,laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythen film wedges steel plates including leveling the formwork as per drawing) spreeding the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous opertion including provision of contraction and expansion construction joint applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and construction joints admixture as approved curing of concrete slab for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501
s/fixing sign board at site in comp .position
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 GRADING FRAMES GUARD BAR LADDER RALLING BRACKETS GATES AND SIMILAR WORKS IN DSR 10.25 .2
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