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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC 222 HSIDC BARWALA PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹17.3 L | L1 | Accepted-AOC Rate is lowest and reasonable |
| 2 | L2₹18.3 LRejected-AOC | ₹18.3 L | L2 | Rejected-AOC Rate is on higher side |
| 3 | L3₹19.0 LRejected-Finance | ₹19.0 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 195 FLAT NO 5068 2ND FLOOR MODERN HOUSING COMPLEX MANIMAJRA CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | - | - | Rejected-Technical Disqualifed |
Tender Value
₹23.1 L
EMD Value
₹46,261
Closing Date
6 Mar 2026, 1:00 pmClosed
Executive Engineer
Executive Engineer MCPH Division No 3 Water Works Sector 37 Chandigarh 0172-2697769
Providing and laying of 100 mm, 150 mm and 200mm dia DI water supply line in Milk Colony Dhanas near park, Chandigarh
2026_MCC_90831_1
MCPH3/2026/278
Open Tender
Public Health Estate Works
120 days
Chandigarh
Please refer to the tender notice for complete terms and conditions to participate in the tenders
2 documents required · 2 mandatory
₹3,000
₹46,261
15 Apr 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR no.2.8.1)
Providing and laying S & S Centrifugally cast (Spun)/ Ductile iron pipes conforming to IS: 8329: of Make :- ELECTRO STEEL/ JINDAL/ TATA (i)100 mm dia Ductile iron class K-7 pipe (DSR no.18.72.1)
150 mm dia Ductile iron class K-7 pipe (DSR no.18.72.2)
200 mm dia Ductile iron class K-7 pipe (DSR no.18.72.3)
Providing push–on-joints to centrifugally (spun) cast iron pipes or Ductile iron pipes including testing of joints and the cost of rubber gasket: (i) 100mm dia pipes (DSR No.18.70.1)
150 mm dia pipes (DSR No.18.70.2)
200 mm dia pipes (DSR No.18.70.3)
Labour for cutting C.I./D.I. pipe with steel saw (i)100 mm dia C.I. /D.I. pipes (DSR No.18.83.2)
150 mm dia C.I. /D.I. pipes (DSR No.18.83.4)
200 mm dia C.I. /D.I. pipes (DSR No.18.83.5)
Providing and Fixing of D.I / C.I Specials ISI marked complete including cost of rubber gasket, solvent solution, nut bolt , rubber sheet etc. Complete in all respects as per the entire satisfaction of Engineer in Charge. (NSI)
Providing and Fixing of D.I Sluice valves (with cap) ISI marked complete including cost of loading, unloading, carriage, bolts nuts, rubber insertions etc. (the tail pieces if required will be paid separately) make: AVK / VAG/IVC/ Kirloskar/ Talis/Sigmaflow (NSI) (i) 100 mm dia
150 mm dia (NSI)
200 mm dia (NSI)
Construction of brick masonry chamber for sluice valve including excavation, Ist class brick work in Cement sand mortar 1:4 alognwith inside and top surface plaster, PCC for floor etc. complete in all respects size 3'X3'X4' inner (NSI)
Providing and Fixing of RCC cover 1:2:4 of 3” thickness including cost of steel winding wire etc. complete in all respects. (in two parts) Size 4'6''X4'6'' (NSI)
Labour for making arrangements for connection with existing line including cost of execution, cutting, jointing alignment, dewatering, caution board etc complete in all respect. (i)(Existing 6” i/d to proposed 6” i/d) (NSI)
8" i/d to 8" i/d (NSI)
6" i/d to 4" i/d (NSI)
4" i/d to 4" i/d (NSI)
Making Scour arrangement on 4" DI pipe line including cost of CI Tee (S/F) 4"x4"x4" 1 No. CI collar 4" i/d = 1 No. DI Sluice Valve = 1 No. (VAG/ AVK/ IVC), CI tail piece (S/F) = 1 No. Pig lead, hemp yarn, rubber sheet, nut bolt, excavation, dewatering cutting of existing pipe, jointing, testing etc. complete in all respect as per the entire satisfaction of Engineer in Charge. (NSI)
Supplying and filling in plinth with sand (recycled) under floors including, watering, ramming consolidating and dressing complete. (NSI based on 2.27)
Filling available excavated earth ( excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m (DSR item No.2.25)
Extra for cutting through metalled road/paver cut and stacking the material out side complete in all respects. (NSI)
Note :- (i)Less against C l Scrap @Rs. 40/ Per Kg (ii)If JCB will be provided by Deptt. (Govt. JCB) in repair work then recovery will be made @Rs.850/-Hr
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