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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹60.3 LAccepted-AOC BHAGWANPURA DISTY SYSYTEM CONCRETE LINING M 15 WITH 10 ENHANCED CAPACITY FROM RD 28900 42528 OFFTAKING AT RD 90200 R 2ND PATIALA FEEDER | 1 | Accepted-AOC L-1 | |
| 2 | 2₹61.9 L+₹58,332 (0.95%)Rejected-AOC NEAR LAKAR KANDA DARSHAN SINGH MC WALI GALI PREM NAGAR KOTKAPURA | SRI MUKTSAR SAHIB | PUNJAB | 151202 | 2 | Rejected-AOC L-2 |
Tender Value
₹60.7 L
EMD Value
₹1.2 L
Closing Date
19 Jun 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
XEN, BML Division, Patiala
Executive Engineer, BML Division, Jail Road Patial
Raising of Kheri Minor from RD 14910-32820 to feed as new water allowance including pucca structures
2025_WR_137760_2
68/24-25
Open Tender
Civil Works - Canal
Item Rate
75 days
Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹1.2 L
Yes
14 Jul 2025
12 Jun 2025
20 Jun 2025
12 Jun 2025
19 Jun 2025
12 Jun 2025
Amount
Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
Excavation of soil using exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location i/c all lifts and leads excluding royality (Rural area Lead taken as 3 km)
Dressing of Earth work ( NEW )
Washing concrete surface scrubbing with brushes including preparing and laying slurry
Laying C.C 1:4:8 with brick ballast
Laying Cement concrete 1:2:4
Nicking cement concrete surface (over 28 days old including preparation and laying slurry
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
12.5 mm thick cement plaster 1:3
Earth Work involved in dismantling of outlet ’H’ upto 0.50 mt
Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976
Adjusting new APM block in correct ‘y’ and fixing in position
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars FE 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respect.
Extra labour for dressing of bricks for outlet with ‘H’ upto .5 mtr
Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,mettalic or plastered,concrete surface to give an even shade.
Painting New letters and figures on black synthetic enamel paint to an even shade on surface
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications
Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering i/c cost of neat coat of cement disposal of rubbish to the dumping ground within 50 m lead.
Dismantling Brick Masonary
M/S DARSHAN SINGH CONTRACTOR (BID ID -654572)
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