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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹49.7 LAdmitted-Finance OPP 220 KV GSS SHIV SHAKTI VIHAR JAIPUR ROAD BIKANER RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | -9.31% | ₹49.7 L | L1 | Admitted-Finance |
| 2 | L2₹53.9 LAdmitted-Finance | -1.68% | ₹53.9 L | L2 | Admitted-Finance |
Tender Value
₹54.8 L
EMD Value
₹1.1 L
Closing Date
9 Feb 2026, 6:00 pmClosed
EE PWD DN LAXMANGARH
EE PWD DN LAXMANGARH
Construction of Drain Work at Sikar Salasar Road Balaji Stand to Johada Girls College Nechhawa Village
2026_CEPWD_533530_1
NIT-15/2025-26 EE PWD DN LAXMANGARH
Open Tender
Civil Works
120 days
LAXMANGARH
Please refer Tender documents
2 documents required · 2 mandatory
₹1,000
Through online eGRAS Challan Laxmangarh 41193
₹1.1 L
Yes
10 Feb 2026
30 Jan 2026
10 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
DRAIN WORK
Setting Out Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete each pillar to be painted with with a unique identification no and directional information as per MoRTH specifications cl. 109.
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil. Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104:P.C.C grade M10:Nominal mix 1:3:6
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905..600mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and MoRTH specification Clauses 1300 & 2200. In 1:4 Cement mortar
Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313,1411 and 2206.6:75mm thick
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200
Supplying and fixing C.I. Cover with frame, C.I. gratings for chambers & man holes.
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. In 1:4 cement mortar
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104:P.C.C. grade M 20 :Nominal mix (1:2:4)
Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 250mm drain,300mm Av. depth
G.I Barbed Wire Fencing 1.8 m high Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per MoRTH Specification Clause 808.
Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.
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