Roads And Buildings Department Tender

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous 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.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer 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.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision)

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading ? II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm 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., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and laying of interlocking concrete block pavements using CC M40 having thickness 80mm of approved shade design etc., laid over a sand bed of 50mm thick using 12mm down size HBG crushed metal for manufacture of blocks approved by the department and of approved size & shape of bumbell, zigzag, I-block or any other shape approved by the department over sand bed of 50mm average thickness and compacting with birating plate compactor haning 3 tone compaction of paver surface to be done after spreading and brushing the fine sand into joints to its final vevel. The work includes cost of all materials such as cobbel stone, inter lock pavers, sand etc., labour and equipments such as cutting machine, lift , loading and unloading towork site learing, bringing required for the successful completion of work as per drawings and Technical specification clause 1504 MORD and as directed during exection.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Supply and fixing of high strength cement concrete terrazzo / pre- polished / chequered step tiles with edge rounded and grooved conforming to IS. 13801 using aggregates, cement, pigments of any premium colour, design and of 25mm thickness including cost, conveyance of all materials to site and labour charges including all other incidental and operational charges of all T&P etc., complete for finished item of work and as directed by the Engineer-in-Charge

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Dismantling of existing structures like Stone Masonry in Cement Mortar by mechanical means including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m as per MoRTH specification 202 , 2.4 III (B) (5th revision)

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Dismantling of existing structures like Prestressed / reinforced Cement contrete grade M-20 & above by mechanical means including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m as per MoRTH specification 202 , 2.4 II (B) (5th revision)

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as directed by the Engineer-in-Charge and as per MoRTH specification 202-2.6 (5th revision)

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and fixing Reflective pavement markers (Road studs) made of plastic body moulded from HIPS (Hi-impact polystyrene) or ABS or ASA (Acrylic Strene Acrylonitrite) and reflective panels shall consists of providing total internal reflection of the light entering the lens face adn conforming to ASTM, BS and complying to guidelines issued by MOST Circular No. RW/NH-33023/10/97-DO III, Dt. 11.6.1997. The height, width shall nor exceed 20 mm, 130 mm and the area of each retro-reflecting surface shall not be less than 135 Sqcm and the slope of retro-reflective surface shall preferably be 35 (+ / -) 5 degree to base. Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives and the procedure recommended by hte manufacturer and as per PAra 6.2 of the MOST Circular including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading, unloading charges, site clearance etc., and complete necessary fro successful completion of the work as directed by the Engineer-in-charge.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and fixing Cautionery / Warning sign boards size 900 mm equilateral Triangle made out of Type - XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and conforming to IRC 67:2012 for full background of white colour and letters/logos done by screen painting in Black colour, bordares by screen painting in Red colour and fixing over 4 MM Allumimum Composite Material sheet having minimum 0.50 mm thick Aluminimum skin on both sides with back side painted gray colour and fixed over back support frame of M.S angle 25x25x3 mm all round and fixing with 35x35x4 mm and mounted on a MS angle post of size 75x75x6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board.The signpost should be painted with one coat of red oxied paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30 cm of height.The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600 mm including cost and conveyance of all materials, requipment, machinery and labour withall leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer - in - Charge.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing and fixing Village name board/Informatory Name Boards size 900x450 mm made out of Type - IV of ASTM 4956-09 Wide Angle cube cornered Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.25 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round with and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment,machinery and labour with all leads and lift, loading chages necessary for satisfactorycompletion of the work as directed by Engineer -in-Charge.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Supplying and installation of Hazard Markers/ Delineators using M.S. angle of size 55x55x6mm and 120 cm high above ground level painted with two coats of Black and white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate painter of approved bran, colour with 30cm x 90xcm type-XI of ASTMD 4956-09 high intensity Prismatic retro reflective sheeting of yellow color and confirming to IRC 87.2012 fixed over 3mm aluminum composite materials having mink8mu 0.30 mm thick aluminum skin on both sides with standard supports consisting of alternately black and yellow with black stripes screen printing sloping downward at an angle of 45 degree towards the side of the obstruction on which the traffic is to pass and buried into other ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment machinery and labour with all leads and lifts, loading an unlading charges necessary for successfully completion of the work on any road in division as directed by the Engineer-In-Charge and co forming to IRC 67-2012 & MORTH specification No. 805 and approved drawing etc. complete for finished item of work.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Drains: Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing Vibrated Cement Concrete (1:3:6) mix using 40mm 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., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundations

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Vibrated 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 MoRT&H Specification 1500,1700, 2100 (5th Revision) for foundation.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Vibrated 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 MoRT&H Specification 1500,1700, 2200 (5th Revision) for Sub structure .

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Vibrated reinforced cement concrete M 20 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, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Cover slabs over side drains

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all 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 MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all 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 MoRT&H specification 1600 & 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Filling in between body walls with gravel including cost and conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) and as per Drawing and technical specifications for finished item of work.

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Supply and instalation of 160 mm dia PVC Pipes of Test prresure not less than 4.00 kg/sqcm including cost and conveyance of materials to site , all labor charges, all taxcess incidential charges oppertional charges of all T & P etc, complet for finished item of work as directed by the engineer- in- chief. For croosing utitites such as Cables , Drinking water lines etc.,

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Providing weep holes in VCC Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Plastering 12 mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 12 mm

WIDENING AND STRENGTHENING OF ROAD FROM 4 LANE TO 6 LANE LEFT OVER STRETCHES FROM KM 1/9 TO 2/3 OF V;Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces