Providing and laying of Sewer line, Storm Water Drainage and water supply in Janta Colony near Indira colony, Ward No.4, Sector-13, under the jurisdiction of MCPH Division No.2, Chandigarh

Municipal Corporation, Chandigarh · Chandigarh, Chandigarh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹10.0L
EMD: ₹20K
Published: 03 Nov 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 04 Nov 2026 06:41 UTC
Department: Engineering-MCC
Office: Public Health Division - II, MCPH Division No. 2, Sector-11, Chandigarh

Description

Works tender for providing and laying sewer lines, storm water drainage and water supply infrastructure in Janta Colony near Indira Colony, Ward No. 4, Sector-13, Chandigarh. Estimated value is Rs. 9,96,991.45, with an EMD of Rs. 19,940 and a completion period of 4 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (44)

Sub HEad-I (Water supply) Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10sqm or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 100m. All kinds of soil(DSR 2.8.1) — Qty: 65 cum
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :bituminous road (DSR 15.43.2) — Qty: 1.39 sqm
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-7 pipes (DSR 18.72.1) — Qty: 100 mtr
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :100 mm dia pipes (DSR 18.70.1) — Qty: 18 joint
Supplying, Laying, jointing and testing & Commissioing of D.I. Sluice valve resilient seated including cost of rubber gas ket, nut and bolt, carriage, loading, unloading etc. complete in all respect as per entire satisfaction of EIC. (NSI) — Qty: 2 Each job
Construction of brick masonery chamber for sluice valve including excavation, foundation, concrete of ratio 1:5:10 3" thick cement concrete topping of base brick work with common burnt clay F.P.S (non-modular) bricks of class designation 7.5 in cement mortar 1:4 inside plastering 12mm thick with cement mortar 1:3 etc. complete in all respect as per entire satisfaction of EIC. (NSI) — Qty: 2 Each job
Providing and fixing RCC cover of mix 1:2:4 and thickness 3" including cost of M.S bars used for reinforcement etc. complete in all respect as per entire satisfaction of EIC. (NSI) — Qty: 40.5 Sft
Providing and fixing of D.I. special conforming to IS 9523 including of piglead, hamp yarn complete in all respect as per entire satisfaction of EIC. (NSI) — Qty: 200 Kg
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2.25) — Qty: 64.22 cum
Carriage of material by mechanical transport including loading, unloading and stacking(1.1.2) 3 Km — Qty: 0.785 cum
Making ferrule connection including cost of 1/2" ferrule-1 no. Elbow 1/2"x3/4"=1 no. Elbow 3/4"=1 no Nipple 3/4"x12- 2 no. Union 3/4- 3.50m approx. excvation, dewatering, drilling, tapping of newly laid water supply pipe line etc. complete in all respect as per entire satisfaction of EIC. (NSI) — Qty: 20 Each job
Sub HEad-II (SWD) Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10sqm or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 100m. All kinds of soil(DSR 2.8.1) — Qty: 162 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) — Qty: 2.41 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (DSR 4.1.3) — Qty: 3 Cum
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) (DSR 6.1.1) — Qty: 11.39 cum
Providing and laying non pressure NP-3 class (Medium duty) RCC pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand ) including testing of joints etc. complete in all respect as per entire satisfaction of EIC. (NSI) 300mm i/d 144.00 rft or 44.90 mtr — Qty: 44 mtr
400mm i/d 188.00 rft or 57.31 mtr — Qty: 57 mtr
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) (DSR no. 13.7.2) — Qty: 39 sqm
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) — Qty: 9 sqm
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) : 3 graded stone aggregate 20 mm nominal size). (DSR 5.3) — Qty: 1.59 cum

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