Tender For Upgradation Of Varam Melmuruvam Road In Kalrayanhills Block In Kallakurichi District-2 Clearing the Scrub jungle including all labour charges for burrying and burning etc., 3 Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A 4 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 upto 1000 m as per Technical Specification Clause 301.5 5 Km 2/440 - 3/0 6 Km 3/0-4/0 7 Km 4/0-5/0 8 Km 5/0-5/240 9 Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. 10 Km 2/440 - 3/0 11 Km 3/0-4/0 12 Km 4/0-5/0 13 Km 5/0-5/240 14 Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 15 Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 16 Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) 17 Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. 18 Provision for Hectometer Stone 19 Provision for Kilometer stone 20 CROSS DRAINAGE WORKS 21 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B 22 5.00m Span RCC slab Culvert @ 2990. 23 1.50m Span RCC slab Culvert @ 4680 24 1.50m Span RCC slab Culvert @ 4885 25 Collection and supply of M sand and filling in to the basement including cost and conveyance to the site and all labour charges for filling as per standard specifications 26 5.00m Span RCC slab Culvert @ 2990. 27 1.50m Span RCC slab Culvert @ 4680 28 1.50m Span RCC slab Culvert @ 4885 29 Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 30 5.00m Span RCC slab Culvert @ 2990. 31 1.50m Span RCC slab Culvert @ 4680 32 1.50m Span RCC slab Culvert @ 4885 33 Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 34 5.00m Span RCC slab Culvert @ 2990. 35 1.50m Span RCC slab Culvert @ 4680 36 1.50m Span RCC slab Culvert @ 4885 37 Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 38 5.00m Span RCC slab Culvert @ 2990. 39 1.50m Span RCC slab Culvert @ 4680 40 1.50m Span RCC slab Culvert @ 4885 41 Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL) 42 5.00m Span RCC slab Culvert @ 2990. 43 1.50m Span RCC slab Culvert @ 4680 44 1.50m Span RCC slab Culvert @ 4885 45 Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (ABOVE GROUND LEVEL) 46 5.00m Span RCC slab Culvert @ 2990. 47 1.50m Span RCC slab Culvert @ 4680 48 1.50m Span RCC slab Culvert @ 4885 49 Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum 50 5.00m Span RCC slab Culvert @ 2990. 51 1.50m Span RCC slab Culvert @ 4680 52 1.50m Span RCC slab Culvert @ 4885 53 Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works 54 5.00m Span RCC slab Culvert @ 2990. 55 1.50m Span RCC slab Culvert @ 4680 56 1.50m Span RCC slab Culvert @ 4885 57 Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 58 5.00m Span RCC slab Culvert @ 2990. 59 1.50m Span RCC slab Culvert @ 4680 60 1.50m Span RCC slab Culvert @ 4885 61 Providing and fixing Tar Paper including labour etc complete. 62 5.00m Span RCC slab Culvert @ 2990. 63 1.50m Span RCC slab Culvert @ 4680 64 1.50m Span RCC slab Culvert @ 4885 65 Providing and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete 66 5.00m Span RCC slab Culvert @ 2990. 67 1.50m Span RCC slab Culvert @ 4680 68 1.50m Span RCC slab Culvert @ 4885 69 Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, 70 5.00m Span RCC slab Culvert @ 2990. 71 1.50m Span RCC slab Culvert @ 4680 72 1.50m Span RCC slab Culvert @ 4885 73 Retaining wall 74 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B 75 Ch 2840-2890 76 Ch 4620-4650, 4670-4710, 4800-4850 77 Ch 5200-5240 78 Collection and supply of M sand and filling in to the basement including cost and conveyance to the site and all labour charges for filling as per standard specifications 79 Ch 2840-2890 80 Ch 4620-4650, 4670-4710, 4800-4850 81 Ch 5200-5240 82 Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 83 Ch 2840-2890 84 Ch 4620-4650, 4670-4710, 4800-4850 85 Ch 5200-5240 86 Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 87 Ch 2840-2890 88 Ch 4620-4650, 4670-4710, 4800-4850 89 Ch 5200-5240 90 Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (ABOVE GROUND LEVEL) 91 Ch 2840-2890 92 Ch 4620-4650, 4670-4710, 4800-4850 93 Ch 5200-5240 94 Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (Below GROUND LEVEL) 95 Ch 2840-2890 96 Ch 4620-4650, 4670-4710, 4800-4850 97 Ch 5200-5240 98 CC Pavement 99 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B 100 Ch 2910-2970 101 Ch 3040-3080, 3855-3905, 3980-4000 102 Ch 4100-4160, 4200-4240 103 Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 104 Ch 2910-2970 105 Ch 3040-3080, 3855-3905, 3980-4000 106 Ch 4100-4160, 4200-4240 107 Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum 108 Ch 2910-2970 109 Ch 3040-3080, 3855-3905, 3980-4000 110 Ch 4100-4160, 4200-4240 111 Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. 112 Ch 2910-2970 113 Ch 3040-3080, 3855-3905, 3980-4000 114 Ch 4100-4160, 4200-4240 115 Construction of un-reinforeced, 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 aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, lain in approved fixed side form work (steel channel, laying and fixing of 25 micron thick polythene film, wedges, steel plates including levelling the formwork a sper drawing), spreading the concrete with sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including including provsion of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construciton 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. 116 Ch 2910-2970 117 Ch 3040-3080, 3855-3905, 3980-4000 118 Ch 4100-4160, 4200-4240 119 Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. (Below GROUND LEVEL) 120 Ch 2910-2970 121 Ch 3040-3080, 3855-3905, 3980-4000 122 Ch 4100-4160, 4200-4240 123 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}
