Development works

Engaging of HITACHI 200 on Hire basis to work in any place in GWMC Limits (Core & Non core areas) including cost of fuel charges hire charges and driver wage including driver batta on hourly basis from from one hour to five hours / day to 8 hours /day the to be quotated for the item given below as per the unit rate..

Engaging of Tippers on Hire basis to work in any place in GWMC Limits (Core & Non core areas) including cost of fuel charges hire charges and driver wage including driver batta on hourly basis from one hour to five hours / day to 8 hours /day the to be quotated for the item of work.

Earth work excavation and depositing the soil on banks with an initial lead of 10m and initial lift of 2m in loamy and clay soils like BC soils, red earth and mixture of gravel and soft disintegrated rock SS 20B including shoring, strutting, sheeting ,planking and dewatering cost of hire charges of T&P labour charges etc. complete for finished item of work for foundations of building (APSS NO.308)

Collection, Supply and filling of HBG 2.36 mm and below from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain cement concrete M10 using 40 mm size hard broken granite (IS 383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse agregate, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidential, and labour charges such as mixing, laying and ramming concerete in layers in position not exceeding 15cm finishing top surface curing concrete etc., complete for finished item of work.

Plain Cement Concrete of (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size HG M/C (SS5) metal with concrete mixture including cost and conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to site, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, overhead charges & Contractors profit etc., complete but excluding GST & seigniorage charges, sales & other taxes on all materials,for finished item of work (APSS No. 402). For Side Drain Side Walls

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes, shapes, tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars, all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete

RCC M- 25 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, For Slab. 250 mm thick

Plain cement concrete corresponding to (1:2:4) prop mix nominal mix (Cement: fine aggregate: coarse agregate) using 20mm size hard broken granite (IS 383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse agregate, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidential, and labour charges such as mixing, laying and ramming concerete in layers in position not exceeding 15cm finishing top surface curing concrete etc., complete for finished item of work. Without centering

RBR-SBBS-1 A III: Construction of Granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. For Grading VI Material

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type caluse 1501.2.2. M30 grade coarse and fine aggregate conforming to IS 383, maximum in a concrete mixer of not less than 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (Steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as oer drawing), spreading the concrete with shovels, rakes, compacted using needle scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant, dowel bar, near approaches to bridge / culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. MORD-RBR-CCPV-5

Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam) ,including contractors profit & Over head charges,but excluding Seigniorage charges & GST Complete .

Providing and applying tack coat with bitumen emulsion VG 10 Bulk grade 80/100 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge and including contractors profit & Over head charges,but excluding Seigniorage charges & GST Complete

Providing and laying bituminous concrete VG 30 Bulk (60/70) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects For Grading-I (19 mm nominal size)

Manufacture supply delivery and fixing of MS gate of size 5x2.1m including cost and conveyance of hold pasts, all drops, all material and labour charges for fabrication and fixing for finished item of work.