Tender For Reconstruction work of road from Gram Sabha Banarasia PWD Road to Kutiya Sthan under Sugar Mill Area Scheme with 5 years of maintenance (G-1/3) - Earth work cutting or in embankment to oridinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dressing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by the engineer-in-charge (Excluding Royalty) as per SI. No. 253(GST will be paid extra as applicable) 2 WBM Grade-II- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Sr.No. 4.7(2)(A) By Manual Means.(GST will be paid extra as applicable) 3 WBM Grade-III- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Sr.No. 4.7(3) (A) By Manual Means.(GST will be paid extra as applicable) 4 Primer Coat- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means as per Technical Specification Clause 502 Sr.No. 5.1(i).(Including cost of Emulsion & labour cess) (GST will be paid extra as applicable) 5 Tack Coat- Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the preparedbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sr.No. 5.2(ii)(Including cost of Bitumen & labour cess) (GST will be paid extra as applicable) 6 20mm thick Open-Graded Premix Carpet- 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 cost of Bitumen & labour cess) (GST will be paid extra as applicable) 7 Seal Coat Type C- 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 A. By Manual Means Case - III : Type C (I) Bitumen (S-90)(Including cost of Bitumen & labour cess) (GST will be paid extra as applicable) 8 Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, OPC 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 of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(Including cost labour cess) (GST will be paid extra as applicable) 9 Brick Edging - Brick edging on both sides of the road of first class bricks 8 cm (3) wide and 12 cm. 4%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. As per S.I. No. 765(Including cost of Bitumen & labour cess) (GST will be paid extra as applicable) 10 For 5 Years maintenance work1st Year cost of BOQ @ 0%2nd Year cost of BOQ @ 1.50% in item no. 1,2,3,4,5,6,7 & 9 and @ 0.25% item no. 3 & 8 11 3rd Year cost of BOQ @ 3% in item no. 1,2,3,4,5,6,7 & 9 and @ 0.50% item no. 3 & 8 12 4rth Year cost of BOQ @ 4.50%in item no. 1,2,3,4,5,6,7 & 9 and @ 0.75% item no. 3 & 8 13 5rth Year cost of BOQ @ 6% in item no. 1,2,3,4,5,6,7 & 9 and @ 1.00% item no. 3 & 8
