Construction of a CC road, an RCC drain, and a cover from Hathi Darwaza to Kaziyana Jama Masjid.

Directorate of Local Bodies UP · Hamirpur, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

EMD: ₹3.1L
Published: 30 Sep 2026
Closing date: 22 Oct 2026
Status: open
Status as of: 06 Oct 2026 18:03 UTC
Office: Nagar Palika Parishad Hamirpur

Description

Construction of a CC road, an RCC drain, and a cover from Hathi Darwaza to Kaziyana Jama Masjid in Hamirpur, Uttar Pradesh, including earthwork, concrete, brickwork, reinforcement, and other civil works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Open Tender
Evaluation: Percentage
Make in India (MII): No
MSE preference: No

Line items (15)

Photography work etc. — Qty: 1 Job
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:(All kinds of soil) As per DSR-2.1.1 — Qty: 193.35 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.As per DSR-2.27 — Qty: 32.45 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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).As per DSR-4.1.8 — Qty: 32.45 Cum
Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth Cement morter 1:4 .As DSR NO.- 6.1.1 — Qty: 0.69 Cum
CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :in 1:4 (1 cement: 4 fine sand).AS per DSR No.- 13.1.1 — Qty: 5.5 Sqm
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) : 3 graded stone aggregate 20 mm nominal size) :.As per DSR-5.2.2 — Qty: 43 Cum
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars.As per DSR-5.22.1 — Qty: 28.75 Qtl
Providing & laying RCC PRE CAST Cover Size 1000x600x100 mm with 2 mm thick ms sheet in outer side of cover and 2 number round manhole PVC cover katori including all cost of material labour t&p etc all complete.(As per Analysis Rate) — Qty: 250 No
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.As per DSR-4.3.1 — Qty: 504 Sqm
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix).As per DSR no.-15.2.1 — Qty: 117.18 Cum
Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 12 : 6 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. — Qty: 87.91 Cum
Construction of granular surface Course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.(Stone dust) — Qty: 66.35 Cum
Construction of un-reinforced, 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 type as per Clause 1501.2.2 M30 (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 appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, curing of concrete slabs for 14-days, — Qty: 146.48 Cum
Providing & fixing display board. — Qty: 1 No

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