Tribal Welfare Engineering Department Tender

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,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant (pug mill) carriag 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)

Construction of Gravel shoulders with naturally occuring gravel including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers by with motor graded 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.

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.

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 close-graded mix seal surfacing material of 25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500-26 of MORTH and Table 500.15 of MORD using 80/100 penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mix plant of 40 to 60 tonnes per hour capacity, laying with paver finisher hydrostatic with sensor attachment and rolling with a Smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification 512 MORTH and 509 MORD including cost and conveyance of all materials, seigniorage charges etc., complete for finished item of work.

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.

CONSTRUCTION OF SINGLE ROW OF 1000MM DIA PIPE CULVERT 2 Nos. FROM 1/900

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 seigniorage charges as per Technical Specification 305 MORD / 304 MORTH

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, seigniorage 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.

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, seignorage 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.

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.

Back filling behind aboutmnts with gravel including cost and conveyance of all materials to stie, and seigniorage charges of all materials and labour charges etc., complete as per cluase 710.1.4 of IRC 78 and a sper MoRT&H specification No.2200 (4th Revision) and 1204.3.8 MoRD as per Drawing and complete for finished item of work

C/O. 2 VENTS 5 M SPAN RCC SLAB CULVERT AT 1/800 KM

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 seigniorage charges as per Technical Specification 305 MORD / 304 MORTH

Sand filling in foundation trenches as per drawing and technical specitions clause 305.3.9 MORd & 304 MORTH including overhea charges & contrators profit ,

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, seigniorage 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.

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, seignorage 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 Foudation for body walls and parapet walls.

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, seignorage 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.

Vibrated reinforced cement concrete M.25 grade using 40mm, 20mm & 10mm 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, seigniorage charges and labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing, excluding cost of steel and its fabrication charges as per technical specification MoRT&H 1500, 1600, 1700 & 2704 (4th Revision) and 800, 1211 MORD as directed by the Engineer-in-Charge for complete for finished item of work for Approach slab.

Providing & laying pitching on slops with stone boulders of size not less than 900mm thick and weaghging less 40 Kgs as per table 1300.2 and groveted with 0.20 Cum of CC (1:4:8) Mix pro. Filter media including cost and conveyance of all materials to site seginorage charges and labour charges for Packing the Stone for natural etc., as per technical specification 1302 MORD and MoRT&H (4th Revision) for complete for finished item of work

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm 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, seigniorage charges and labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing BD/1-69 (A) but excluding cost of steel and its fabrication charges as per technical specification MoRT&H 1500, 1600,1700, & 2702 (4th Revision) and 800, 1206.3 MORD as directed by the Engineer-in-Charge complete for finished item of work for wearing coat over Deck Slab

Back filling behind Abutments with gravel including cost and conveyance of all materials to site, and seigniorage charges of all materials and labour charges etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 (4th Revision) and 1204.3.8 MORD as per Drawing and complete for finished item of work.

Forming embankment with approved material obtained from borrowpits with a lead upto 1000 meters useful from outside road boundary by mechanical means upto SDR with all leads and lifts, including pre-watering of soil at borrow area, removal of top soil, excavation and conveyance of soils and depositing the soil on the embankment, spreading, breaking clods, sectioning, grading and consilodation with vibratory roller at OMC to meet the requirement of table 300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and operational charges of T&P and seigniorage charges, as per MoRT&H specification 305 (4th revision) 301.5 of MORD complete for finished item of work. (Payment will be made based on level for finished item of work). for Carted Earth

Providing Plain Cement Concrete (1:3:6) using 40mm , 20MM, AND 10MM (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage 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. for Body walls

Vibrated reinforced cement concrete M.25 grade using 40mm, 20mm & 10mm 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, seigniorage charges and labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing, excluding cost of steel and its fabrication charges as per technical specification MoRT&H 1500, 1600, 1700 & 2704 (4th Revision) and 800, 1211 MORD as directed by the Engineer-in-Charge for complete for finished item of work for Approach slab.

Providing and laying stone boulders for apron for bed protection with stone boulders of minimum size 300mm thick other than granite and weighing not less than 40 Kgs as per Table 1300.1, laid dry including cost and conveyance of all materials to site, seigniorage charges and labour charges complete for finished item of work as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH.

Providing HYSD bars (Fe-415) of different diameters, wrought and put up bars upto 36mm diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per technical specification MoRT&H 1600 & 2200 (4th revision) and 1002, 1005, 1010, 1202 MORD and as per I.S.1786 of 1985 complete for finished item of work for foundation, Substructure & Super structure.

RUPEES ONE CRORE TWENTY THREE LAKHS NINE THOUSAND SEVEN HUNDRED THIRTY NINE ONLY