Public Works Department Tender

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 With lead upto - 50mtr

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s

Stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in CM 1:4 (b)Random rubble masonry

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 900 mm dia

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications 50 mm thick

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing Cement plaster 20mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc.

cjSg ls fla?kkoyh

Providing and laying premixed sand seal coat on patch area comprising of thin application of fine aggregate (0.06 cum/10 sqm) premixed with 6.8kg/10 sqm binder 80/100 grade in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material.

cjSg ls fla?kkoyh

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.3 (53-22.4 mm) crusher broken

cjSg ls fla?kkoyh

lh-Mh- dk;Z HkSlsuk ij

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 STONE BOULDER

lh-Mh- dk;Z HkSlsuk ij

Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material With straight run bitumen grade 60/70

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s

Construction of un-reinforced, without dowel bar, 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments. Cement concrete M-40 grade

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s

Add Extra for dowel bar for cement concrete pavement as per drawing and MoRD specification clause 1501 5kg/Cum

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks Providing and laying of interlocking concrete block pavements having thickness 100mm as per drawing and technical specifications.

SH-2A /kkSyiqj ls jktk[ksMk ds fy,s