Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Finance | -0.10% | ₹4.6 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 LAdmitted-Finance | +1.01% | ₹4.7 L | L2 | Admitted-Finance |
| 3 | L3₹4.7 LAdmitted-Finance | +1.30% | ₹4.7 L | L3 | Admitted-Finance |
Tender Value
₹4.6 L
EMD Value
₹9,297
Closing Date
5 Feb 2026, 12:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD PILKHUWA
52 - Dehpa road Ambedkar Park se boundary wall ke utchhikaran ka karya avm kamre ka nirman karya.
2026_DOLBU_1110868_52
1711 Dt 12-01-2026
Open Tender
Miscellaneous Works
90 days
PILKHUWA
Tender fee,EMD and other document as per Tender Document/NIT
2 documents required · 2 mandatory
₹549
EO NPP Pilkhuwa
₹9,297
5 Mar 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical MORD Specifications 401
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Suspended floors, roofs, landings, balconies and access platform
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :
New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces
S/f of Grainte stone Board of size 60 cm x 75 cm including consit of B/W plateform etc. i/c work all respect.
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
technical_2052228.pdf
techsummary_2052228.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 3.89 MB
BOQ_2052228.xls
BOQ • 0.31 MB
T1_1711.pdf
Tender Documents • 0.88 MB
Download all tender documents and submit your bid