Public Works Department Tender

Laying and Jointing PVC Pipe. Heading

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam Grading-II 45-63mm specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405.2 (Rate are exclucive of GST but inclucive of all type of taxes) .

Providing, laying and rolling of open-grade premix carpet of 20mm thickness composed of (Aggregate (a) Nominal stone size 13.2 mm (passing 22.4 mm sieve and retained on 11.2 mm sieve 0.18 cum. (b) Nominal stone size 11.2 mm (passing 13.2 mm sieve and retained on 5.6 mm sieve-0.09 cum) using VG-10 bituminious binder @ 1.46 kg / sqm H.P.C./I.O.C. make complying with IRC:Sp 53 to reqired line, grade and level to serve as waearing course on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat of Type C including cost of all materials., labour, T&P etc required for proper completion as per Technical Specification Clause 508 of MORD specification.. (Rate are exclucive of GST but inclucive of all type of taxes) .

Brick edging both side of the road including cost of Ist class bricks, loding, unloding laying all labours T & P complete works. (Rate are exclucive of GST but inclucive of all type of taxes) .

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of pit not exceeding 50 cm. in depth and earth work in embankment to be in 20 cm layers including ramming and dressing to the surface to reqired levels and slopes and also including 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankmentary or to be deposited as spoil bank within 30m distance. Directed by E/I as per S.I. No. 253 including royality. (Rate are exclucive of GST but inclucive of all type of taxes) .

Earthwork in embankment for Patri work both side of road in ordinary soil excavation to be in the form of regular pits not exveeding 1/2 m (20") in depth and earth work in embankment to be in 20 ce (8") layers, including ramming and dressing to the surface to required levels and slopes and also icluding 1.50 m (5") lift and 30 m(100") lead, The earth from cutting to be used in making embankmentary or to be deposited as spoil bank within 30m (100") distance. Directed by E/I (as per S.I.No.253) (Rate are exclucive of GST but inclucive of all type of taxes) .

Construction of Granular sub base (GSB-I) by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401. (Rate are exclucive of GST but inclucive of all type of taxes) .

Providing and applying tack coat with bitumen VG-10 on prepaired surfce with pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 (Rate are exclucive of GST but inclucive of all type of taxes) .