Tender For Construction Of One End Rolling Shop, Material Storage Shed And Miscellaneous Construction Works For Proposed Emccr / Emfr Of Unit-4 At Raps-3&4 Plant Site .
Tender Value
1.69 Crore
Estimated cost
Bid Submission
15 Jul 2026
2 days left
EMD
3.38 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rawatbhata → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of One End Rolling Shop, Material Storage Shed And Miscellaneous Construction Works For Proposed Emccr / Emfr Of Unit-4 At Raps-3&4 Plant Site .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | Revision in Scheduled dates | Date | 15-Jul-2026 |
| 2 | 04-Jul-2026 | Corrigendum-1 | Technical Bid | 15-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in all types of ground substrata consisting of hard rock / fragmented rock / soft rock / ordinary soils / filled up ground / murrum requiring use of rock breaker, drilling, chiseling with mechanical / manual means etc. up to a depth of 1.5 m from the original ground level and dewatering if required for foundation of walls, columns, platforms etc. including backfilling with selected excavated materials in plinth and foundation trenches in layers not exceeding 200 mm thick, watering ramming etc. complete and disposing off the surplus materials to a maximum radially measured lead of 1.0 KM. as per drawings, design , safety and specifications and directions of the Engineer. Note :- Bidders should essentially visit and inspect the construction sites and determine themselves the right and safest method/s of excavation considering the safety of nearby structures and population, before quoting their item rates (Blasting is not permitted). |
| 2 | Filling in foundations and plinth with sand with all cost of leads in layers of not more than 150mm thick each layer well rammed and consolidated including watering etc. complete. |
| 3 | Providing and laying 230 mm thick stone soling properly hand packed, filling interstices with spells and consolidating to required gradient and camber including spreading, watering and rolling binding materials earth etc. complete as per drawings, specifications and direction of Engineer (using quarry stone). |
| 4 | Providing and laying cement concrete of 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) in retaining walls, return walls, walls(any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed block, anchor block, window sills, fillets etc. at all level including transporting of concrete to site, laying including cost of finishing, curing etc. all complete excluding the cost of centering and shuttering as per specifications and direction of Engineer-in-charge. |
| 5 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of all grades grade for Reinforced cement concrete or other works using 20mm maximum nominal size stone aggregates including transporting of concrete to site for laying but excluding the cost of centering, shuttering and reinforcement, including cost of finishing, compaction, curing, approved chemical admixtures conforming to IS 9103 in recommended proportions for achieving slump not less than 120mm and water/cement ratio not more than 0.42 at all level & for all sections as per drawings, specifications & direction of Engineer-in-charge. Use of concrete retarding agent / accelerator conforming to IS 9103 shall also be done if situation demands so. Rates should be based on using 350 kg of OPC 43 grade cement per Cum of concrete. |
| 6 | Add extra for using more cement than specified in item of PCC or RCC. |
| 7 | Providing form work of battened frame with sheathing having plywood lining / MS angle frame with sheathing of MS plate lining so as to give fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor not exceeding 3.5 meters to ceilings and removal of same for foundation, footings, columns, wall, Suspended floors, stairs, landings, balconies, lintels, beams, plinth beams, girders, cantilevers and access platform etc. complete at all level of floors / roof as per specifications and direction of Engineer in charge. |
| 8 | Providing and laying Thermo-Mechanically Treated reinforcement bars of grade as specified in drawings/specifications and as directed by engineer conforming to IS : 1786 latest revision or the latest relevant code for RCC work including straightening, cutting, bending, placing in position and binding with 20 gauge annealed binding wire and cement mortar cover block of all size in C.M. 1:2 MIX etc. all complete- as per drawings , specifications & direction of engineer in charge. |
| 9 | Demolishing brick work manually/by mechanical means including staking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-In-Charge. |
| 10 | Demolishing R.C.C. work, including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge. |
| 11 | Providing and laying Fly-ash brick masonry class designation- 75 ( IS-12894 -latest revision) in cement mortar 1:6 ( 1 cement : 6 coarse sand) upto plinth level including cost of labour, materials, curing, finishing, scaffoldings etc. all complete as per drawings, specifications and direction of Engineer in charge. |
| 12 | Providing and laying Fly-ash brick masonry using Fly-ash building bricks of class designation- 75 ( IS-12894 -latest revision ) in cement mortar 1:6 ( 1 cement : 6 coarse sand) in superstructure above plinth level up to floor five level as per specifications and direction of Engineer including cost of labour, materials, curing, finishing, scaffoldings etc. all complete as per drawings, specifications and direction of Engineer in charge |
| 13 | Supply & Fixing of Gal Valume sheeting over truss, Color complying to ASTM A792, base metal thickness 0.80mm, alloy coating AZ 150 (Aluminium 55%, Zin 43.50% and Silicon 1.5%),Yield Strength: 350 MPA, Paint coating regular modified polyster top coat 25 microns & bottom coat 12 microns epoxy, top color: Combination of Blue and Off White and bottom color grey. The Steel Sheet shall be 3'-0\\" (914mm) width which shall be curved and moulded at site using mechanical press and dies to the desired shape to form 2'-0\\" (605mm) wide interlocking panels. These panels shall be erected in position and the joints are seamed with gasket etc. whenever is required. The installation should be done by mechanized system. (Mesurment to be paid actul area of sheet as per site. Over lap of sheet area not to be paid.) |
| 14 | Providing and laying 15mm thick cement plaster 1:4 (1 cement : 4 fine sand) in single coat on either side of single or half brick wall for interior plastering at all levels using galvanized M.S. wire of I.S. gauge designation 26 s.w.g. chicken mesh over junctions of brick work, beams and column as required including necessary grooves at the junction of RCC and brick work, arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth including scafolding, finishing, curing etc all complete as per specifications and direction of engineer. |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and frame work M.S. door & fix ventilators, anchors etc made out M.S. angle, channels, flats, rods, bars, weld mesh, M.S. pipe etc including supplying, cutting, hoisting, fixing in position and applying two coat of approved quality synthetic enamel paint over a priming coat of approved steel primer all complete as per standard design, including the cost of all material and labour complete- as per drawings , specifications & direction of engineer in charge. |
| 16 | Providing and fixing of Mechnical anchor HST3-M24 x 230/60 Anchor of Hilti length 230 mm or equivalent size of fischer length 230 mm as per drawing, specifications and direction of Engineer In Charge. |
| 17 | Providing & fixing cement Bonded particle Board confirming to IS :14276 of approved make ,Shade colour and thickness to (frame work of approved design,drawing to be paid under relevant item) including cost of all screws rawl Plugh etc.complete as directed by the engineer. 6mm thick both sides pre-laminated Cement bonded particle board. |
| 18 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50mm made of G.I. wire of dia 4mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer – In charge. |
| 19 | Providing and fixing of Cinch Anhor/ Anchor fastner, Screw headed / sunken / Capstan headed bolts alongwith washer of following sizes as approved by the Engineer.M-8 |
| 20 | Providing and fixing of Cinch Anhor/ Anchor fastner, Screw headed / sunken / Capstan headed bolts alongwith washer of following sizes as approved by the Engineer. M-10 |
| 21 | Providing and fixing of Cinch Anhor/ Anchor fastner, Screw headed / sunken / Capstan headed bolts alongwith washer of following sizes as approved by the Engineer.M-12 |
| 22 | Providing and fixing of Cinch Anhor/ Anchor fastner, Screw headed / sunken / Capstan headed bolts alongwith washer of following sizes as approved by the Engineer.M-16 |
| 23 | Providing and fixing of Hilti Anchor bolts HST3-M8 x 115/50 Anchor length 115 mm ( Hilti anchor bolts ) Item no. 2105890 ( with 50 nos in each box)as per specifications and direction of Engineer In Charge. |
| 24 | Providing and fixing of Hilti Anchor bolts HST3-M12 x 115 40/20 Anchor length 115 mm ( Hilti anchor bolts ) Item no. 2105719 ( with 25 nos in each box) as per specifications and direction of Engineer In Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 15, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 15, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender