Tender For Construction Of Drain From Khandevat Road To Indra Colony Via Jhilai Road Culvert, Along With Paramhans Ashram In Niwai
Tender Value
5.95 Crore
Estimated cost
Bid Submission
24 Sep 2025
0 days left
EMD
11.90 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
niwai → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Drain From Khandevat Road To Indra Colony Via Jhilai Road Culvert, Along With Paramhans Ashram In Niwai
BOQ
| Sl. No. | Item Description |
| 1 | WORKS |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 3 | In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. |
| 4 | Add extra over item no 4.10.1, 4.10.2, 4.10.3 and 4.10.4 in RUIDPSOR for excavation in saturated soil, silt and sludge where pumpingor bailing out of water is required including shoring strutting where required and dewatering, where width is upto 6 metre. |
| 5 | Excavation from Encountered depth of water table 0.0 to 1.5 m |
| 6 | Carriage ofMaterials bymechanicaltransportincludingloading, unloading andstacking :: |
| 7 | Earthupto 5 Km |
| 8 | Random rubble dry stone Kharanja (soling) under floor. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 10 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 12 | 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) |
| 13 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. |
| 14 | Thermo-Mechanically Treated bars. |
| 15 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 17 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 19 | Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc. |
| 20 | 100 mm dia |
| 21 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall,covering conduit and making good the same as required. Foradditional technical parameters of product / work refer Annexure \"A\"attached with this BSR |
| 22 | 50 mm |
| 23 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 24 | Suspended floors, roofs, landings, balconies and access platform. |
| 25 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 27 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 28 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 30 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 31 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 32 | 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) |
| 33 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. |
| 34 | Thermo-Mechanically Treated bars. |
| 35 | Dismantling and re - erection of P.C.C./R.C.C. pole as per REC manual no 15/1979 conforming to IS: 2905/1966 as per equirement of sec3 in alignment, including excavation of pit and back filling with stone aggregate/boulders and soil in 0.45m consolidating each deposited layer of 0.45m by ramming and watering etc complete in all respect |
| 36 | 9.0 Mtr (200 Kg) long as per Discom specification |
| 37 | Dismantling and re - erection of GI stay set as per Discom specification complete with long stay rod with anchor plate including stay clamps turn buckle and G.I stay wire tightened through strain insulator, in cement concrete 1:3:6 including excavation of pit-re filling etc as reqd. |
| 38 | Stay set of dia 20mm,2.4m long stay rod and anchor plate 380x380x6.4mm |
| 39 | Dismantling and re- fixing of cross arms as per Discom specification, made out from angle iron 50mmx 50mmx6mm having \"D\" support for each insulator including all necessary nuts,bolts, holding clamp of 50x6mm flat etc as reqd. on existing pole or on wall and special accessories for XLPE insulated ABC overhead cable like I- hook, Dead End clamp assembly, Suspension clamp assembly as required |
| 40 | LT Bracket with clamp 1200 mm long |
| 41 | Dismantling and re - fixing of porcelain shackle insulator as per IS:1443 1979 suitable for working on 1100 volts including hot dipped GI accessories and heavy duty hardwares etc as required as per Discom specification. |
| 42 | 75mm x 90mm |
| 43 | Dismantling and re - drawing of XLPE insulated LT bunched Aluminium conductor cable confirming to IS 14255/1995 and IS 398 (Pt-4)/ 1994 on existing cross arms through I hook with all necessary T&P required including binding and twisting etc. complete in all respect as required as per Discom specification. |
| 44 | 3 X 25 sq. mm. + 1X25 sq. mm. (Bared) |
AI Tender Summary
Tender Timeline
Sep 08, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 25, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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