| 1 | 1 | NAME OF WORK : Strengthening and Black Topping of Thirumangalam Pallapatti Road To Sorrikkampatti - J.Alankulam Road KM 0/0-2/500 ( R204 ) | | | |
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| 2 | 2 | Clearing the scrub jungle with uprooting and including all cuttings depositing of the products, removing from the site disposal by burying etc., complete including all incidental charges as directed by the departmental officers (SSR 301, 302, MOST 201) Km 0/0 - 2/5 | | 4476.42 | Sqm |
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| 3 | 3 | Earth work excavating and deposting on bank with borrow bits in hard stiff clay,stiff black cotton,hard red earth,shales,murrum,gravel stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layer of 250mm loose thick each, sectioning,watering and compacting etc, complete as per MOST 301-305 Km 0/0-2/5 | | 2238.21 | Cum |
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| 4 | 4 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction watering and compacting by Power roller to achieve the required proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., completeSide berms 0/0-1/0 | | 357.38 | Cum |
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| 5 | 5 | KM 1/0-2/0 | | 357.91 | Cum |
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| 6 | 6 | KM 2/0-2/5 | | 180 | Cum |
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| 7 | 7 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | | 911.3 | Cum |
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| 8 | 8 | KM 1/0-2/0 | | 905.96 | Cum |
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| 9 | 9 | KM 2/0-2/7 | | 455.63 | Cum |
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| 10 | 10 | 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. KM 0/0-1/0 | | 563.08 | Cum |
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| 11 | 11 | KM 1/0-2/0 | | 559.24 | Cum |
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| 12 | 12 | KM 2/0-2/7 | | 281.25 | Cum |
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| 13 | 13 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer including cost and conveyance of all materials at site and labour charges including curing etc., completed Km 0/0-2/5 | | 9406.25 | Sqm |
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| 14 | 14 | Bituminous Macadam 50 MM thick ncluding labour for spraying, and Compaction of Power roller , hire charges for bitumen sprayer etc. including cost and conveyance of all materials at site and labour charges including curing etc., completedKM 0/0 - 2/5 | | 470.32 | Cum |
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| 15 | 15 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Using Paver machine KM 0/0-2/5 | | 9406.25 | Sqm |
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| 16 | 16 | Construction of 3.00m Span slab culvert @ Ch 112m | | | |
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| 17 | 17 | Earth work excavation for Foundation in all clauses of soil, such as gravelly soil, hard stiff clay stiff black cotton soil, hard red earth and earth mixed with 50% of fair sized boulders and hard gravelly soil except sand, silt or other loose soils sandy loam and ordinary soil, hard rock requiring blasting etc., | | 105.91 | Cum |
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| 18 | 18 | Supplying and Filling foundation and basement with filling sand in layers not morethan 15cm Thick well ramed,watered and compacted complete complying with standard specification | | 12.46 | Cum |
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| 19 | 19 | Plain CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 12.46 | Cum |
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| 20 | 20 | Supplying and fabraction of TOR steel (s-415) as per 1786 grade (tested) of various daimeter for all RCC works including cost and conveyance of TOR steel and fabraction charges handling charges for the same at both ends including all labour charges for untying straighting cleaning the rods, cutting and bending to shape tying grills with annealed mild steel binding wire joining to obatin required lenght spacing whever necessary with overlaps in the case of rods less than 20mm diameter and above by orc welding as per detailed specification etc complete. | | 0.85 | MT |
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| 21 | 21 | Supplying and centering shuttering including necessary support for plane surface for RCC column, footing , raft slabs, grade beams ,bed blocks using steel sheets of size 90cmx60cm and 10 gauge stiffened welded with mild steel angles of size 25mmx25mmx3mm for h laid over silver oak(country wood) first size 10cmx6.5cm spaced at about 90cm centre to centre supported by casurinas props of 10cm to 13 cm dia. Spaced at 75cm center complete complying with standard specification as directed by departmental officers (Below G.L) | | 56.7 | Sqm |
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| 22 | 22 | Above GL | | 167.3 | Sqm |
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| 23 | 23 | Plain CC 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 97.76 | Cum |
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| 24 | 24 | Plain CC 1::2:4 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 5.88 | Cum |
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| 25 | 25 | RCC 1:11/2:3 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 8.1 | Cum |
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| 26 | 26 | Supply and Fixing of 110mm pipe for wheep holes | | 25.2 | RM |
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| 27 | 27 | Proividng and laying of well gravel from approved quarry including cost and conveyane of all materials and all labour charge. | | 12.06 | Cum |
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| 28 | 28 | Construction of 1.50m Span slab culvert @ Ch 606 m | | | |
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| 29 | 29 | Earth work excavation for Foundation in all clauses of soil, such as gravelly soil, hard stiff clay stiff black cotton soil, hard red earth and earth mixed with 50% of fair sized boulders and hard gravelly soil except sand, silt or other loose soils sandy loam and ordinary soil, hard rock requiring blasting etc., | | 84.61 | Cum |
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| 30 | 30 | Supplying and Filling foundation and basement with filling sand in layers not morethan 15cm Thick well ramed,watered and compacted complete complying with standard specification | | 4.7 | Cum |
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| 31 | 31 | Plain CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 9.4 | Cum |
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| 32 | 32 | Plain CC 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 79.13 | Cum |
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| 33 | 33 | Supplying and centering shuttering including necessary support for plane surface for RCC column, footing , raft slabs, grade beams ,bed blocks using steel sheets of size 90cmx60cm and 10 gauge stiffened welded with mild steel angles of size 25mmx25mmx3mm for h laid over silver oak(country wood) first size 10cmx6.5cm spaced at about 90cm centre to centre supported by casurinas props of 10cm to 13 cm dia. Spaced at 75cm center complete complying with standard specification as directed by departmental officers (Below G.L) | | 72.57 | Sqm |
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| 34 | 34 | Above GL | | 106.61 | Sqm |
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| 35 | 35 | Supplying and fabraction of TOR steel (s-415) as per 1786 grade (tested) of various daimeter for all RCC works including cost and conveyance of TOR steel and fabraction charges handling charges for the same at both ends including all labour charges for untying straighting cleaning the rods, cutting and bending to shape tying grills with annealed mild steel binding wire joining to obatin required lenght spacing whever necessary with overlaps in the case of rods less than 20mm diameter and above by orc welding as per detailed specification etc complete. | | 0.298 | MT |
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| 36 | 36 | Plain CC 1::2:4 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 3.36 | Cum |
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| 37 | 37 | RCC 1:11/2:3 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 3.31 | Cum |
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| 38 | 38 | Proividng and laying of well gravel from approved quarry including cost and conveyane of all materials and all labour charge. | | 4.98 | Cum |
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| 39 | 39 | Supply and Fixing of 110mm pipe for wheep holes | | 14.5 | RM |
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| 40 | 40 | Construction of 1.500m Span slab culvert @ Ch 1009m & 1653m | | | |
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| 41 | 41 | Earth work excavation for Foundation in all clauses of soil, such as gravelly soil, hard stiff clay stiff black cotton soil, hard red earth and earth mixed with 50% of fair sized boulders and hard gravelly soil except sand, silt or other loose soils sandy loam and ordinary soil, hard rock requiring blasting etc., | | 169.22 | Cum |
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| 42 | 42 | Supplying and Filling foundation and basement with filling sand in layers not morethan 15cm Thick well ramed,watered and compacted complete complying with standard specification | | 9.4 | Cum |
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| 43 | 43 | Plain CC 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 18.8 | Cum |
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| 44 | 44 | Plain CC 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 158.26 | Cum |
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| 45 | 45 | Supplying and centering shuttering including necessary support for plane surface for RCC column, footing , raft slabs, grade beams ,bed blocks using steel sheets of size 90cmx60cm and 10 gauge stiffened welded with mild steel angles of size 25mmx25mmx3mm for h laid over silver oak(country wood) first size 10cmx6.5cm spaced at about 90cm centre to centre supported by casurinas props of 10cm to 13 cm dia. Spaced at 75cm center complete complying with standard specification as directed by departmental officers (Below G.L) | | 145.14 | Sqm |
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| 46 | 46 | Above GL | | 213.22 | Sqm |
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| 47 | 47 | Supplying and fabraction of TOR steel (s-415) as per 1786 grade (tested) of various daimeter for all RCC works including cost and conveyance of TOR steel and fabraction charges handling charges for the same at both ends including all labour charges for untying straighting cleaning the rods, cutting and bending to shape tying grills with annealed mild steel binding wire joining to obatin required lenght spacing whever necessary with overlaps in the case of rods less than 20mm diameter and above by orc welding as per detailed specification etc complete. | | 0.596 | MT |
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| 48 | 48 | Plain CC 1::2:4 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 6.72 | Cum |
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| 49 | 49 | RCC 1:11/2:3 mix using 20mm ISS metal including cost and conveyance of all materials at site and labour charges including curing etc., completed | | 6.62 | Cum |
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| 50 | 50 | Proividng and laying of well gravel from approved quarry including cost and conveyane of all materials and all labour charge. | | 19.7 | Cum |
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| 51 | 51 | Supply and Fixing of 110mm pipe for wheep holes | | 29 | RM |
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| 52 | 52 | Suppy and fixing of KILOMETRE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete | | 2 | No |
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| 53 | 53 | Suppy and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.90 x 0.10 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete | | 10 | No |
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| 54 | 54 | Provision for Sign board from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete | | 2 | No |
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| 55 | 55 | Provision for Name board from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour finishing and all other incidental charges etc., complete | | 1 | No |
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| 56 | 56 | 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}\n | BI01010001010000000000000515BI01000011120 | 1 | GST Amount (in Rupees) |
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