Public Works Department Tender

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Item No : 5.2(i) Item Description : Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Item No : 5.9Case-I(I) Item Description : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90) (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Item No : 5.12 A. By Manual Case-III-Type c(I) Item Description : Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (Including all T&P, Labour, Material, Royalty Tax but excluding GST) A.By Manual Means Case - III : Type C (I)Bitumen (S-90)

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 any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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 compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (Including all T&P, Labour, Material, Royalty Tax but excluding GST).

Item No : 3.5(i) Item Description : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Item No : 11.4 I (i) Item Description : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10 (i)Nominal mix 1:3:6 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Grade M-20 (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000mm dia (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Including all T&P, Labour, Material, Royalty Tax but excluding GST)

First Year Maintainance (@0% of Total Work Amount of S.No. 1 to S.No.14)

Second Year Maintainance (@1.5% of Total Work Amount of S.No. 1 to S.No.14)

Third Year Maintainance (@3.0% of Total Work Amount of S.No. 1 to S.No.14)

Fourth Year Maintainance (@4.5% of Total Work Amount of S.No. 1 to S.No.14)

Fifth Year Maintainance (@6.0% of Total Work Amount of S.No. 1 to S.No.14)