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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC 2402 FIRST FLOOR SECTOR 79 S A S NAGAR PUNJAB | S A S NAGAR | PUNJAB | 140103 | ₹1.2 Cr | 1 | Accepted-AOC l1 BIDDER BUT EMD WILL BE FORFITIED DUE TO WRONG BID FILED BY BIDDER |
| 2 | 2₹1.4 Cr+₹22.1 L (18.1%)Rejected-AOC | ₹1.4 Cr+₹22.1 L (18.1%) | 2 | Rejected-AOC l2 BIDDER |
| 3 | 3₹1.6 Cr+₹33.7 L (27.6%)Rejected-AOC PATIALA PUNJAB | ₹1.6 Cr+₹33.7 L (27.6%) | 3 | Rejected-AOC L3 bidder |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
3 Mar 2025, 4:00 pmClosed
Executive Engineer, BML Divn, Patiala
Executive Engineer, BML Divn, Jail Road, Patiala
Extension of Tail portion and constructing new bridges of Sangatpura Minor
2025_WR_134060_1
53/24-25
Open Tender
Civil Works - Canal
Item Rate
60 days
LUDHIANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹2.8 L
12 Mar 2025
5 Feb 2025
4 Mar 2025
5 Feb 2025
3 Mar 2025
5 Feb 2025
Amount
Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road Discharge upto 1.5 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 30 mtr.
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)
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 (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)
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 (For Trapozoidal Section and Cup Section of all radius) For Coping
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 (For Trapozoidal Section and Cup Section of all radius) For Sleeper
Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
Extra for Bitumen Painting @ 0.69 kg per Sqmt. supply carriage of material complete in all respect
Providing & laying 150 micron Polyethene Sheet over sleeper
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil, Manual Means, Depth up to 3 m
Cement concrete 1:2:4 (M15) With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
Plain/Reinforced cement concrete M25 in sub-structure With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications.
Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete
Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
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.
Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
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
Dismantling of prestressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)
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 metre (By Mechanical Means)
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge.
First class brick work laid in cement sand mortar1:4 in foundation and plinth
Excavation of soil using excavator and hydraulic tractor trolley cutting and loading in trolley and transporting to the embankment all locations including all lifts and leads excluding royalty
TITHARTH CONSTRUCTION PRIVATE LIMITED (BID ID -622990)
TARSEM SINGH (BID ID -619166)
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