Rural Development And Panchayats Department has published Strengthening Road From Vengalakuruchi To Meet Thanjavoor Sayalkudi Road (Via) A.D Burial Ground Road Km (0/0-2/390 ( R 36)). Submission Date for this Tender is 01-03-2021. Road Repair Tenders in Ramanathapuram District Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work:Strengthening road from Vengalakuruchi to Meet Thanjavoor Sayalkudi road (via) A.D Burial ground road KM (0/0-2/390 ( R 36)) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Strengthening road from Vengalakuruchi to Meet Thanjavoor Sayalkudi road (via) A.D Burial ground road KM (0/0-2/390 ( R 36)) | 1 | ||
| 2 | 2 | Clearing the Light Jungle with out uprooting including all labour charges\n | 2 | ||
| 3 | 3 | Km 0/0-2/390 | 3 | 3441.6 | Sqm |
| 4 | 4 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 4 | ||
| 5 | 5 | Km 0/0-2/390 | 5 | 642.6 | Cum |
| 6 | 6 | Picking charges for 5 cm to 10 cm old metalled and B.T surface and sectioning including cost and conveyance and all labour charges etc. | 6 | ||
| 7 | 7 | Km 0/0-2/390 | 7 | 2987.5 | Sqm |
| 8 | 8 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. | 8 | ||
| 9 | 9 | Km 0/0-1/00 | 9 | 225 | Cum |
| 10 | 10 | Km 1/0-2/0 | 10 | 224.35 | Cum |
| 11 | 11 | Km 2/0-2/390 | 11 | 87.75 | Cum |
| 12 | 12 | WATER BOUND MACADAM - 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading IiI) | 12 | ||
| 13 | 13 | Km 0/0-1/00 | 13 | 281.25 | Cum |
| 14 | 14 | Km 1/0-2/0 | 14 | 280.43 | Cum |
| 15 | 15 | Km 2/0-2/390 | 15 | 109.69 | Cum |
| 16 | 16 | WATER BOUND MACADAM - 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II) | 16 | ||
| 17 | 17 | Km 0/0-1/00 | 17 | 281.25 | Cum |
| 18 | 18 | Km 1/0-2/0 | 18 | 280.43 | Cum |
| 19 | 19 | Km 2/0-2/390 | 19 | 109.69 | Cum |
| 20 | 20 | Applying TACK COAT over WBM surface at 4.00Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 20 | ||
| 21 | 21 | Km 0/0-2/390 | 21 | 8962.5 | Sqm |
| 22 | 22 | PREMIX CARPET WITH SEAL COAT TYPE ' A ': Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete | 22 | ||
| 23 | 23 | Km 0/0-1/00 | 23 | 3750 | Sqm |
| 24 | 24 | Km 1/0-2/0 | 24 | 3750 | Sqm |
| 25 | 25 | Km 2/0-2/390 | 25 | 1462.5 | Sqm |
| 26 | 26 | Construction of 1.50m span RCC slab culvert @ ch 1850m | 26 | ||
| 27 | 27 | 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 | 27 | 94.56 | Cum |
| 28 | 28 | collection and filling of river sand including cost and conveyance to site and all labours charges for filling water and ramming etc complete for foundation | 28 | 7.88 | Cum |
| 29 | 29 | Cement concrete with (1:4:8) mix using 40 mm ISS HBG metal including cost and conveyance of all materials and labours charges etc complete | 29 | 7.88 | Cum |
| 30 | 30 | 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) | 30 | 73.75 | Cum |
| 31 | 31 | 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) | 31 | 112.88 | Sqm |
| 32 | 32 | Concrete concrete with (1:3:6)using 40mm ISS HBG stone in open foundations complete as per drawings and technical specification clause 802,803,1202&1203 | 32 | 82.32 | Cum |
| 33 | 33 | Cement concrete 1:2:4 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 | 33 | 3.36 | Cum |
| 34 | 34 | 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 | 34 | 0.35 | Mt |
| 35 | 35 | 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 | 35 | 3.31 | Cum |
| 36 | 36 | Reetaining wall@ch200-329m | 36 | ||
| 37 | 37 | 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 | 37 | 92.88 | Cum |
| 38 | 38 | collection and filling of river sand including cost and conveyance to site and all labours charges for filling water and ramming etc complete for foundation | 38 | 15.48 | Cum |
| 39 | 39 | Cement concrete with (1:4:8) mix using 40 mm ISS HBG metal including cost and conveyance of all materials and labours charges etc complete | 39 | 15.48 | Cum |
| 40 | 40 | Concrete concrete with (1:3:6)using 40mm ISS HBG stone in open foundations complete as per drawings and technical specification clause 802,803,1202&1203 | 40 | 159.64 | Cum |
| 41 | 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) | 41 | 387 | Cum |
| 42 | 42 | Provision for KM and HM stones guard stone | 42 | ||
| 43 | 43 | Provision of Sign board | 43 | 2 | Nos |
| 44 | 44 | Supply and fixing of KM stone (1.65 x 0.45 x 0.15 M) including cost and all labour charges etc., complete | 44 | 2 | Nos |
| 45 | 45 | Supply and fixing of HM stone (0.9 x 0.15 x 0.15 M) including cost and all labour charges etc., complete | 45 | 8 | Nos |
| 46 | 46 | 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 | 46 | 1 | GST Amount (in Rupees) |
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