Re-construction of cement concrete street from H/o Amrik Singh to H/o Sh.Sh. Avtar Singh, Prem Nagar, Ward no.18, M.C. Karnal (Only for L/c societies )

Municipal Corporation Karnal · Karnal, Haryana · Civil Works & Infrastructure · open

Key facts

Tender value: ₹33.8L
EMD: ₹68K
Published: 25 Sep 2026
Closing date: 05 Oct 2026
Status: open
Ministry: Urban Local Bodies
Department: Municipal Corporation Karnal
Office: Executive Engineer Municipal Corporation, Karnal

Description

Re-construction of cement concrete street from H/o Amrik Singh to H/o Sh.Sh. Avtar Singh, Prem Nagar, Ward no.18, M.C. Karnal, including repair of water supply and sewer connections, earthwork, concrete work, pipe laying, brick work, and other civil works.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (17)

Repair of Water Supply connection at site including labour and material charges — Qty: 58 Each
Repair of sewer connection at the site, including required material and labour charges — Qty: 58 Each
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. — Qty: 330.69 cum
[11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) — Qty: 73.08 Sqm
[13.29.2]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. — Qty: 1073 Kg
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ manual means — Qty: 1653 Sqm
[22.218.3]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, freight charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 400 mm Internal Diameter — Qty: 570 Metre
[22.219.3]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 400 mm Internal Diameter — Qty: 570 Metre
[3.1.1]By Mechanical Transport including loading, unloading and stacking Lime, moorum, building rubbish [5km] — Qty: 618.45 cum
[4.14.1]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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. — Qty: 165.3 cum
[4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. — Qty: 570 Metre
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) — Qty: 299.25 cum
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) — Qty: 299.25 cum
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) — Qty: 34.2 cum
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) — Qty: 5.6 cum
[6.58]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. — Qty: 72.6 Per cm depth per 100m
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 12.09 cum

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