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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-AOC LUDHIANA CANAL CIRCLE LUDHIANA | LUDHIANA | PUNJAB | 141001 | ₹2.7 Cr | 1 | Accepted-AOC Lowest Bid |
| 2 | 2₹2.7 Cr+₹1.8 L (0.66%)Rejected-AOC | ₹2.7 Cr+₹1.8 L (0.66%) | 2 | Rejected-AOC Higher Bid |
| 3 | 3₹2.8 Cr+₹10.1 L (3.78%)Rejected-AOC HOUSE NO 40 E PARTAP NAGAR PATIALA | PATIALA | PUNJAB | 140401 | ₹2.8 Cr+₹10.1 L (3.78%) | 3 | Rejected-AOC Higher bid |
| 4 | 4₹2.8 Cr+₹13.9 L (5.20%)Rejected-AOC CHIEF ENGINEER DRAINAGE CUM MINING AND GEOLOGY 2 | ₹2.8 Cr+₹13.9 L (5.20%) | 4 | Rejected-AOC Higher bid |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
17 Jan 2024, 5:00 pmClosed
XEN BML CANAL AND GROUND WATER DIV PTA
XEN BML CANAL AND GROUND WATER DIV PTA
Rehabilitation of Khanna Disty Rd 79700-93000 by concrete lining including pucca structure
2023_WR_114570_1
67/23-24
Open Tender
Civil Works - Canal
Item Rate
60 days
LUDHIANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹5.4 L
XEN BML CANAL AND GROUND WATER DIV PTA
2 Feb 2024
28 Dec 2023
18 Jan 2024
28 Dec 2023
17 Jan 2024
28 Dec 2023
10 Jan 2024
Amount
Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road (Discharge exceeding 4.5 cum/s)
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( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 60 mtr.
Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads. Lead 8.90 km i/c 1st 1.00 km katcha last 7.90 km pucca
Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
Dressing of Earth work ( NEW )
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (1.5 to 3.0 mtr depth)
Dressing and preparation of sub grade for side slopes.
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect.
Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
Extra bitumen painting at 0.69kg per sqm (on sleeper)
Shuttering for faces of concrete foundation and foundation beam and plinth beam(vertical or battering)
Filling of contraction/ construction joints sealing compound including supply carriage, of material complete in all respect as per design/drawing and PWD specifications
Filling expansion joints with special impervious hot pour 12.5 mm wide.
Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
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
Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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 550 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 0.50 mt
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.
PlainlReinforced cement concrete (RCC Grade M-30 ) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump
Filling Stone or Spall (on Level)
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
Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
Back filling behind abutment, wing wall and return wall using granular material complete as per drawing and Technical Specification
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
12.5 mm thick cement plaster 1:4
Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
PlainlReinforced cement concrete (RCC Grade M25 ) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500, 1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump Height up to 5m
PlainlReinforced cement concrete (RCC Grade M-20 ) in Foundation complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump
Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
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
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.
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface
Painting New letters and figures on black synthetic enamel paint to an even shade on surface
Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
Providing and Fixing of S.S plate asper drawing and directions given by engineer in charge
Providing and fixing of skin plate
Providing and fixing of Chequred Plate
Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge. 75 mm Ø x 12 mm Th. Bottom Seal
Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge.(44Ø)
Providing & fixing of Galvanized nut & bolts of all size & length required
CI Housing cover with worm & worm Wheel Assembly, shaft, Handle G.M Bust with triple start threading inside for Spindle complete including labour charges.
M.S Spindle with double start or triple start threading 11' Height 1/3/4" dia. complete. upto 1.5 ton capacity
MS Drive shaft 6 ft long 1.5 inch dia with adjusting coupling complete 55mm dia
Fillet welding with high strenght steel rods complete in all respect and to entire satisfaction of engineer in charge 6 mm wide
Painting two or more coats with anticorrosive bitumastic Paint to give an even shade
Applying priming coat with metal primer on new steel or iron work including preparation of surface
Painting two or more coats excluding priming coat with synthetic enamel paint in all shade on wood work, metallic or plasterd cement surface to give an even shade
Supply of multipurpose synthetic grease complete in all respect d to entire satisfaction of engineer - in - charge
Supply of multigrade Mobil-oil 10w-40 or 10w-50 complete in all respect d to entire satisfaction of engineer - in - charge
Commisioning and testing of gates at site complete in all respects to entire satisfaction of engineer in charge
Providing and fixing bright finished brass door latch with necessary screws etc complete 250x 16 x 5 mm
instaling of Gates & Gearing arrangement with crane 35 Ton cpacity
HEMANT KUMAR CONTRACTOR
NARESH KUMAR DUGGAL
MANINDER PAL SINGH
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