Rural Development And Panchayat Raj Department Tender

Construction of emabnkment with approved materials obtined from brrow pites with a lift 1.5 m transporting to site, spreding , grading to required slope and compacted to meet requiremwnt of Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (33/3.4) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam, specification including spreading in uniform thickness hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fil up the interestices of coarse aggregate, watering and compacting required density, Grade II, (A) By Manual means (P.No.42, I.No.4.8, 2 (A) ) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam, specification including spreading in uniform thickness hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN static roller in stages to proper grade and camber, applying and brooming Stone screening to fil up the interestices of coarse aggregate, watering and compacting required density, Grade III, (A) By Mechanical means (P.No.15, I.No.4.8, 2 (A) ) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing applying tack coat with bitumen emulsion (RS1) using emulsion distrubutar at the rate of 0.25 to 0.30 kg per sqm on the prepared granual surfaces treated with primer & leaned with Hydraulic broom as per Technical specification cluase 503 (23/5.2 (iii) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

20mm thick open Graded Premix carpet using Bituminous (Penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm agregates either using penetration grade bitumen or emulstion to required line grade and level to serve as wearing course on a previously prepared base including mixing in asuitable 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 508Case -I By Manual Means (ii)Bitumen (S-90) (P.No21/5.9 caseI (i)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels grade and cross fall using Type A Type B type C as per Technical specification clause 510Case -II Type B (ii)Bitumen (S-90) (P.No21/5.12 case II (i)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Constraction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreding grading to required slops and compacted to meet requirement of Table 300.2 with lead upto 1000m asper Technicla specification clause 303.1(9/3.14) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Scarifying existing Bitumious surface to depth of 50mm by manual means Scarifying existing granular surface to depth of 50mm and disposal of scarified material with a lift upto 3m leads upto 1000m as per Technical Specification Clause 301.4 (8/3.2) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (29/3.5 (ii) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers By Mechanical Means with 1 km lead (42/4.9) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Construction of un-reinforced, 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 M20 (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, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501(16.3) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Earth work in excavation for structures as per drawing and technicala specifications clause 305.1 including setting out, construction of disposal upto bracing removal of stumps and other deleterious material and disposal upto a lead of 50 M dressing of sides and bottom and backfilling in trenches with excavted suitable materials I ordinery soil upto 3 m depth (64/11.1 (i)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

KSRB 4-1.3 : Providing laying in position plain cement concrete of mix M7.5 with OPC cement @180kgs, with 40mm and down size graded granite metal coarse aggregates @0.86cum and fine aggregate @0.58cum ,machine mixed , concrete laid in layers not exceeding 15 cms thick well compacted ,in foundation and plinth, including cost of all materials labour.HOM of machinery curing complete as per specification.(12/4.2 ) PWD SR 2018-19 ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing concrete for plain /reinforced concrete in open foundations complete as per drawing and technical specifications clause 802.803 1202 & 1203 I. PCC grade M 10 (I) Nominal mix 1:3:6 (11.4.(1) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing concrete for plain /reinforced concrete in open foundations complete as per drawing and technical specifications clause 802.803 1202 & 1203 I. RCC grade M-20 (96/11.4 iv) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (96/12.7) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing laying in position reinforcement cement concrete pipe NP3 for culverts including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials labour,curing complete as per specification. (2545/34.6.4PWD SR) 600mm dia ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(96/12.4) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing concrete for plain /reinforced concrete in open foundations complete as per drawing and technical specifications clause 802.803 1202 & 1203 I. PCC grade M-15 (96/11.4 ii) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing laying in position reinforcement cement concrete pipe NP3 for culverts including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials labour,curing complete as per specification. (2545/34.6.4PWD SR) 900mm dia ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work