Tender For Renovation Of Existing Road Near Main Gate Of Nrpl Hq, Panipat
Tender Value
24.48 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
9 days left
EMD
Ref. Documents
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
Panipat → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Existing Road Near Main Gate Of Nrpl Hq, Panipat
BOQ
| Sl. No. | Item Description |
| 1 | Proposal for Renovation of Existing Road |
| 2 | \\"Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required slope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in required texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing expansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tape, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately].,,\\" |
| 3 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 4 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \\"QN\\" shall mean \\"QUINTAL\\"] |
| 5 | Providing and fixing post delineators made of ABS round body fitted with 2 nos. 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per directions of the Engineer-in-Charge. |
| 6 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per directions of the Engineer-in-Charge. |
| 7 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge. |
| 8 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 9 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specifiation in cement concrete. |
| 10 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 11 | Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per directions of the Engineer-in-Charge. |
| 12 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to Type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC: 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to Class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and directions of the Engineer-in-Charge : |
| 13 | Mandatory/ Regulatory sign boards of 900 mm diameter with support... Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm |
| 14 | Cautionary/ Warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 15 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accordance with applicable specifications. |
| 16 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications and directions of the Engineer-in-Charge. |
| 17 | Steel work welded in built up sections/ framed work, including... Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : |
| 18 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : |
| 20 | Water Bound Macadam Road |
| 21 | Bituminous Road |
| 22 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 24 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete : 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 25 | Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper shape, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable area outside Ownder's premises, all complete as per directions of the Engineer-in-Charge : |
| 26 | With cement mortar 1:4 (1 cement : 4 fine sand) |
| 27 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 28 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer-in-Charge : |
| 29 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 30 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 31 | Re-lettering with black Japan paint of approved brand and manufacture. [Note: Unit \\"EA\\" shall mean \\"PER LETTER PER CM HEIGHT\\"]. |
| 32 | Providing and fixing of graphics/ signages (including printing of direction, entry, exit, department name, etc.) with self glowing/ back lit signs 12\\"x6\\" as per specification and directions of the Engineer-in-Charge. |
| 33 | Supplying and Fixing of Stainless Steel Letters of following sizes: |
| 34 | 25cm (10\\") |
| 35 | Emblem (15”) |
| 36 | Providing high-end polymer made empty pots which are lightweight, flexible, and resistant to harsh environments of min. size 21\\" top diameter and 21\\" perpendicular height. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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