Municipal Administration And Water Supply Department Tender

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion SS1for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion RS1 for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications

Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 bitumen for premixing per 10sqm and 5.03 kg of shreded municipal plastic waste including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic 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 / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms. Per Sq.m. area thickness of 2.5mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes.

Road Markers / Road Stud with Lense Reflector. Providing and Fixing reflective road studs of category 'B' raised pavement markers made out of Poly Carbonate / ABS moulded body and Reflective Panels (Bi - Convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro - reflectance and chromaticity valves conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. R.W. / N.H. 33023/10/97 D.O. III dt. 11.06.97 and the length, height and. width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.30mm. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280. Lenses shall be moulded of poly carbonate or methyl methecrylate conforming to ASTM D788. The area of each retro - reflectory surface shall not be less than 13.00Sq.cm. The Slope or Retro - Reflectory surface shall not be less than 13.00Sq.cm. The Slope or Retro - Reflectory surface shall be 35 + 5 degree to base. Each reflector shall have acil not less than values specified in table of 2 of said MORTH & H circular and two of cindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

Supply and fixing of retro reflecting single arrow road name sign board of size 1000mm x500mm made out of retro reflective sheeting conforming type xi standards of ASTM D 4956-09& AS PER IRC 67 - 2012 Specifications fully covered over 2mm thick aluminium and back support frame SS angle of 15mm x 20mm x1.20mm supported by 3.80mm OD Stainsteel pipe alround in 304 grade and 2 Nos of Vertical posts of 75mm OD SS Pipe of 202 grade fairmly fixed to the ground by means of properly designed foundations of size 300mm x300mm x450mm with M 15 Grade cement concrete and the item shall include Earth work excavation , cost of all materials ,loading, unlosding,lead,lift, transportation etc., complete., the sign board back ground shall be blue in colour with letters and borders in white 10 years pre qualification warrenty as per lClause 6.90 of IRC 67- 2012 For type XI Retro Reflecting sheeting from the sheeting manufacture and a certified copy of test report from an independent test labouratry conforming to clause 6.70 of IRC 67-2012 Including 3 years outdoor weather exposure report for the retro reflecting shetting offered shall be submitted by the contractor for techinical Qualification in the tender

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete

Dismantling the existing CC pavement including cost and conveyance of all materials from site etc complete as per standard specification.,

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 for drainage work

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Supplying and laying Rubberised interlocking Paver block M40 grade 80mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.

Conveyance of excavated earth from site upto 3km lead including loading charges etc complete as per standard specifications.,