Tribal Welfare Engineering Department Tender

Construction of Gravel shoulders with naturally occuring gravel including cost, , charges and conveyance of all materials to work site and spreading in uniform layers by with motor grader on prepared surface, by mixing by mix in place method with rotovator and compacting with smooth wheeled roller to achieve the desired density at OMC etc., as per MoRT&H Specification 401& 407 (4th revision) and 408 MORD as directed by the Engineer-in-charge complete for finished item of work. excluding Seigneorage charges

Wet Mix Macadam:- Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate as per table 400.11 and 400.12 of MORD to Wet Mix macadem specification including cost, of all materials and including premixing the material with water at OMC in Mechanical mix plant (pug mill) carrying of mixed material by tipper to site , laying in uniform layers with motor grader on base course on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) and 406 MORD complete for finished item of work. (Payment based on levels for finished item of work) excluding GST.& Seigneorage charges

Providing and applying Primer Coat (LOW POROSITY) with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechincal measns as per technical specification Clause 502 of MORD. excluding GST.& Seigneorage charges

Providing and applying tack coat with bitumen Emulsion (Rapid settting-1) using Emulsion pressure distributor at the rate of 0.275kgs per sqm on the prepared bituminous surface cleaned with hydralic broom as per MoRT&H Specification 503 (4th revision) and 503 MORD as directed by the Engineer-in-Charge complete for finished item of work.

Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base including mixing a suitable plant, laying and rolling with a three wheel 0-100KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or Type B or Type C as per technical specification clause 508 of MoRD including overhead charges & Contractors profit but excluding GST.& Seigneorage charges.

Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.16 of MOST with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by manual means with the bitumunous binder using 6.50 kgs of bitumen VG 30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD including contractors profit & Over head charges, VAT and Seigneorage etc., complete for seal coat. excluding GST.& Seigneorage charges

CC Pavement M30 :-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 as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, 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 bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, with water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Providing and laying pitching on slopes with stone boulders of minimum size 300mm thick other than granite variety and weighing not less than 40 Kgs as per Table 1300.2, laid dry over prepared filter media as per drawing and technical specifications Clause 1302MORD / 2504 MORTH. complete for finished item of work for Shoulder on either side of CC pavement

CONSTRUCTION OF SINGLE ROW OF 1000MM DIA PIPE CULVERT (1 ) Nos.

Earthwork in excavation by mechanical means for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material and , charges as per Technical Specification 305 MORD / 304 MORTH excluding GST.& Seigneorage charges

Providing and laying Type 'B' (first class) bedding for pipe of well compacted granular material (gravel) including cost and conveyance of all materials to site, labour charges and , charges etc., complete for finished item of work as per technical specification clause 1105 of MORD excluding GST.& Seigneorage charges excluding GST.& Seigneorage charges excluding GST.& Seigneorage charges

Providing Plain Cement Concrete (1:3:6) mix M10 Grade using 40mm (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, , conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course. excluding GST.& Seigneorage charges

Vibrated plain / reinforced cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per technical specification MoRT&H 1500,1700, 2200 (4th Revision), and 802, 804, 805, 806, 807, 1202 and 1204 MORD complete for finished item of work for Sub structure for body walls and parapet walls.excluding GST.& Seigneorage charges

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm diameter NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000 mm diameter R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H (4th Revision) Specification Clauses 2900, 2905 & 2906, IRC Special Publication No: 13 and 1106 MORD as directed by the Engineer-in-Charge, complete for finished item of work. excluding GST.& Seigneorage charges

RUPEES TWO CRORES SIXTY FIVE LAKHS NINTY NINE THOUSAND THREE HUNDRED NINTY SIX ONLY