National Bank For Agriculture And Rural Development Tender

Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5.

Providing and laying Tack Coat over Dry lean cement concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5.

Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5.

Providing and laying 30mm thick Bituminous Concrete using 0.13cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm & below size IRC metal with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site including heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant 20-30tones capacity, conveying the mix by tipper to paver site, spreading the mix in required temperature for uniform thickness 30mm with mechanical paver to the specfied grades and cross section and consolidated by 8-10t vibratory/pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher/9m, vibratory/pneumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MORTH rev-5.

Providing RCC M15 grade precast KM stone of standard design as per IRC 8 -1980 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804).

Providing RCC M15 grade precast HM stone of standard design as per IRC 26 -1967 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804).

Providing and laying earth for making up berms using Carted earth with a lead of 5 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers.

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6 and PROTECTIVE WORKS IN RETAINING WALL.

Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per section 1500, 1700 & 2704 of MORT&H Specification (Fifth Revision) for BASE COURSE OF BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6.

Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision) for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6.

Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per section 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6.

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for WING WALL FOOTING OF BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6.

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF WING WALL FOR BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6 (BELOW SILL).

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF WING WALL FOR BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6 (ABOVE SILL).

Vibrated Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for PARAPET FOR BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6.

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in between the BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6 and PROTECTIVE WORKS IN RETAINING WALL.

Refilling the excavated earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by power roller under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment for BOX CULVERT at Km 0/2, 1/2, 1/4 & 1/6 and PROTECTIVE WORKS FOR RETAINING WALL. (Labour Charges only).

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING OF PROTECTIVE WORKS FOR RETAINING WALL (BELOW SILL).

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PROTECTIVE WORKS FOR RETAINING WALL (BELOW SILL).

Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PROTECTIVE WORKS FOR RETAINING WALL (ABOVE SILL).

Vibrated Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for PARAPET PROTECTIVE WORKS FOR RETAINING WALL.

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

Total in Figures (SubTotal + GST)