Making school bus stop at Sadbhavana Colony under Silewara Sub Area

Western Coalfields Limited · Silewara, Maharashtra · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.5L
EMD: ₹7K
Published: 29 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 30 Oct 2026 04:27 UTC
Department: Civil
Office: NGP Civil, Silewara Sub Area

Description

Civil works to construct a school bus stop at Sadbhavana Colony under Silewara Sub Area, including site clearance, excavation, sub-base, concrete, structural steel, roofing, flooring, railing, painting, masonry and signage.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (19)

2 — Qty: 3 4
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. — Qty: 60 Sqm
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. — Qty: 2.02 CUM
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil — Qty: 39.62 Sqm
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) : Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. : Plant Mix Method : For Grading-I Material (Aggregate size 26 mm to 75 mm) — Qty: 11.89 CUM
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 0.29 CUM
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 1.73 CUM
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. — Qty: 697.53 KG
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. — Qty: 33.75 SQM
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) — Qty: 5.25 CUM
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Hot rolled deformed bars — Qty: 315 KG
Centering and shuttering including strutting, propping etc. And removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 9.4 SQM
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size : Size of Tile 600 x 600 mm — Qty: 42.5 SQM
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement — Qty: 19.5 SQM
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). — Qty: 225 Kg
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work — Qty: 31.56 SQM
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand) — Qty: 1.13 CUM
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) — Qty: 0.23 SQM
Providing and erecting Overhead signs made out of ___mm aluminum sheet bonded with white retroreflective sheeting of Class__(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified background,border and back side retoreflctive symbols, letters, numerals, arrowasper IRC:67-2012,withdesignedbacksupport frame of mildsteelangle with vertical and later alclearance given in clause801 and 802,duly painted on back side with two coats of grey stove enamel paint and installedas per clause 802.6overade signed support system of structural steel work trestle sand trusses of sections and type asper structural design requirements and approved plans including painting with one coat of epoxyprimer andtwo coatsofepoxyfinishpaint.The nut bolts of board with angle ironpost/supportingstructureafterfixingatsitehastobeelectricallywelded.ClassB(TypeIV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7years writtenwa — Qty: 3 SQM

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