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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC 34 4 613007 | THANJAVUR | TAMIL NADU | 613007 | ₹6.1 Cr Quoted ₹6.5 Cr | L1 | Accepted-AOC Tender approved by the Commissnorate of Tenders, Chennai |
| 2 | L2₹6.7 Cr+₹18.4 L (2.82%)Rejected-Finance | ₹6.7 Cr+₹18.4 L (2.82%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹6.8 Cr+₹30.4 L (4.65%)Rejected-Finance | ₹6.8 Cr+₹30.4 L (4.65%) | L3 | Rejected-Finance Other than Lowest |
Tender Value
₹5.9 Cr
EMD Value
₹3.1 L
Closing Date
20 Apr 2023, 2:00 pmClosed
Superintending Engineer(H) NABARD and RR Trichy
Office of the Superintending Engineer, Highways Department, NABARD and RR Circle, Plot No.14, Hazrath Abdul Salam Street, Kaja Nagar, Trichy-620020
Reconstruction of High Level Bridge across GA canal at Km 0/10 of Chitrakudi - Vairaperumalpatty road
2023_HWAY_298795_2
TN.No.53/2022-2023/SDO/TRY-NRR
Open Tender
Civil Works - Bridges
Item Rate
330 days
Thanjavur
As per PQ Document
6 documents required · 6 mandatory
₹0
₹3.1 L
Yes
Trichy
18 Jul 2023
31 Mar 2023
21 Apr 2023
31 Mar 2023
20 Apr 2023
5 Apr 2023
3 Apr 2023
Amount
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF ABUTMENTS, RETURN WALL & PIERS as per MORT&H Vth Revision 304.
Plain Cement concrete M10 Grade (Nominal Mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS AND PIERS as per MORT&H 1000, 1500, 1700.
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOOTINGS OF ABUTMENT, RETURN WALL AND PIERS as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PIERS (Below sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER Abutment and bed block over pier as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB, KERB & SAFETY KERB as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600
PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB, SAFETY KERB AND SAFETY KERB RAMP as per MORT&H Vth Revision 1500, 1700, 2704
Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
Vibrated Cement Concrete M30 (Design mix) using HBG graded of size metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2702
Vibrated Reinforced Cement Concrete M40 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CRASH BARRIER OVER DECK SLAB 1500, 1600, 1700, 2703.3
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for PCC PARAPETS OVER RETURN WALL as per MORT&H Vth Revision 1500, 1700, 2704
PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705
Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504. Cl.710.1-4 & Appendix -6 of IRC 78-2014
Filling behind Abutments and Return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORT&H Vth Revision 2907. Cl.710.1-4 & Appendix -6 of IRC 78-2014 & Section 305.
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification upto 16mm dia as per MORT&H Vth Revision 1000, 1600
Supply and fabrication of Steel Grade Fe- 240 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification as per MORT&H Vth Revision 1000, 1600
Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.
FOR DISMANTLING
Dismantaling the existing Reinforced Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete as per MORT&H Vth Revision 111, 112, 202
Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
Dismantaling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
CONSTRUCTION OF RCC RETAINING WALL ALONG G.A. CANAL LEFT SIDE BUND
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT&H Vth Revision 304
Vibrated cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW RCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges as per standard specification including suitable etc., complete as per MORT&H Vth Revision 1000, 1600
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BASE SLAB AND STEM OF RCC RETAINING WALL (Below sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for STEM OF RCC RETAINING WALL (Above sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET OVER RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
CONSTRUCTION OF RCC RETAINING WALL ALONG INNDER SIDE OF G.A. CANAL BOTH SIDE BUND
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT&H Vth Revision 304
Vibrated cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW RCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges as per standard specification including suitable etc., complete as per MORT&H Vth Revision 1000, 1600
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BASE SLAB AND STEM OF RCC RETAINING WALL (Below sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for STEM OF RCC RETAINING WALL (Above sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET OVER RCC RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
CONSTRUCTION OF RCC RETAINING WALL ALONG CHITRAKUDI SIDE APPROACH ROAD
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT&H Vth Revision 304
Vibrated cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW RCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges as per standard specification including suitable etc., complete as per MORT&H Vth Revision 1000, 1600
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BASE SLAB AND STEM OF RCC RETAINING WALL (Below sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for STEM OF RCC RETAINING WALL (Above sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET OVER RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
CONSTRUCTION OF RCC RETAINING WALL ALONG INNDER SIDE G.A. CANAL ON BOTH SIDES OF BUND
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORT&H Vth Revision 304
Vibrated cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW RCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges as per standard specification including suitable etc., complete as per MORT&H Vth Revision 1000, 1600
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BASE SLAB AND STEM OF RCC RETAINING WALL (Below sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for STEM OF RCCRETAINING WALL (Above sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET Over RCC Retaining Wall (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
CONSTRUCTION OF PCC RETAINING WALL
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF PCC RETAINING WALL as per MORT&H Vth Revision 304
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BASE SLAB AND BODY WALL (Below sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BODY WALL (Above sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706
Vibrated cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET OVER RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
CONSTRUCTION OF FRICTION BLOCKS AND RIGID APRON
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF CUT WALL AND FRICTION BLOCK as per MORT&H Vth Revision 304
Filling with good quality of Msand including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORT&H Vth 304
Providing filter media for below friction blcoks and 900 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FRICTION BLCOKS as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for CUT OFF WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Plain Cement concrete M10 Grade (Nominal Mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW RIGID APRON as per MORT&H 1000, 1500, 1700.
Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FLOORING OF RIGID APRON as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Filling in between Friction Blocks clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORT&H Vth Revision 2907. Cl.710.1-4 & Appendix -6 of IRC 78-2014 & Section 305.
FORMATION OF APPROACH ROAD
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with compaction as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer.
Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900
Providing and laying of Prime coat using Emulsion bitumen (SSI) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900
Providing and laying of tack coat using Emulsion bitumen (RSI) at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the existing BT surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen (VG 30) which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORT& H Vth Revision 111, 112, 501, 504, 900
Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509
Sub Total Bid Price (in figures)
GST @ 18% of above all Schedules (in figures)
RSON INFRA
GRT INFRA
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