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Tender Value
Refer Docs
EMD Value
₹9.3 L
Closing Date
7 Jul 2026, 11:30 am
Provision of RCC boundary wall to prevent encroachment between Deoria Sadar - Baitalpur Section (Total = 3.6 Km) and Improvement of L-xing in Jurisdiction of Sr.DEN-I/Varanasi.
NER-BSB-2026-75
NER-BSB-2026-75
Open
6 Months
Varanasi, Uttar Pradesh
₹0
₹9.3 L
1 Jun 2026
1 Jun 2026
23 Jun 2026
A-CPWD DSR/2021 Items
B-CPWD DSR/2021 Items
C-CPWD DSR/2021 Items
D-IR-USSOR/2021 Items
E-IR-USSOR/2021 Items
Item Breakup - A-CPWD DSR/2021 Items
sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural cum 36 9793.75 352575 4 sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, propping etc. and removal 5.9 of form for 5 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 3285 307.95 1011615.75 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, 5.33 carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 6 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 766 8683.8 6651790.8 5.35 Add for using extra cement in the items of design mix over and above Quintal 300 688.45 206535 7 the specified cement content therein. 13.0 FINISHING 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint system for interiors and 13.48 exteriors using Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even Sqm 180 140.05 25209 shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat 8 of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Painting with synthetic enamel paint of approved brand and 13.61 manufacture to give an even shade : 9 13.61.1 Two or more coats on new work Sqm 2900 131.45 381205 13.71 per letter 36500 5.05 184325 10 Lettering with black Japan paint of approved brand and manufacture per cm height 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 11 16.3.2 63 mm to 45 mm size stone aggregate cum 125 1624.5 203062.5 VARANASI DIVN.-ENGG/NORTH EASTERN RLY 12 16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 50 2065.7 103285 16.4 Laying, spreading and compacting stone aggregate of specified sizes to cum 150 865.8 129870 WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 13 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.25S SURFACE DRESSING 16.26 Surface dressing on new surface in two coats with bitumen of grade VG Sqm 2520 248 624960 -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface 14 for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen 16.30 with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 15 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 2520 45.2 113904 Providing and applying tack coat using bitumen emulsion conforming to 16.31 IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse sand @ 2.60 cum 16.39 per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : 16.39.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent Sqm 2520 427.75 1077930 16 at the rate of 70 grams per kg of asphalt Total 12709326.13
Item Breakup - B-CPWD DSR/2021 Items
Item Breakup - D-IR-USSOR/2021 Items
Dismantling existing check rail of Level Crossing, blocks, bolts & nuts RM and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re-fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge.
Level crossings with asphalted road surface
Fabrication including cutting, bending/machining and fixing of check TRM rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. VARANASI DIVN.-ENGG/NORTH EASTERN RLY
Fixing check rails to running rails on level crossings with MS brackets, Set MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. Manufacturing, supplying and laying factory made CC block pavers for road surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge.
120mm thick blocks of M-40 grade for heavy traffic. Total 2224183.40
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