Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 CrAccepted-AOC | ₹8.5 Cr Quoted ₹8.9 Cr | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹9.1 Cr+₹17.0 L (1.90%)Rejected-Finance NO 1 344 KOTTAYUR VILLAGE B THURINJIPATTI POST PAPPIREDDIPATTI TALUK DHARMAPURI DISTRICT 635 301 | DHARMAPURI | TAMIL NADU | 635301 | ₹9.1 Cr+₹17.0 L (1.90%) | 2 | Rejected-Finance Highest Bidder |
| 3 | Rejected-Technical T V RENGANATHA PURAM ROAD PAPPAMMAL PURAM AUNDIPATTI THENI 625512 | AUNDIPATTI | THENI | TAMIL NADU | 625512 | - | - | Rejected-Technical Original Quality Control Certificate Not Submitted Hence Rejected. |
Tender Value
₹8.5 Cr
EMD Value
₹4.4 L
Closing Date
27 Jul 2023, 3:00 pmClosed
SE
B48, Alagesan nagar, Chengalpattu
Construction of High Level Bridge at Km.7/6 of Marudadu - Veepankaranai Road via Osur
2023_HWAY_341680_1
TN.No.16/SI.No.01/ 2023-2024 / SDO
Open Tender
Civil Works - Bridges
Item Rate
485 days
Tiruvannamalai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹4.4 L
Off SEHNRR Chengalpattu
7 Dec 2023
13 Jul 2023
28 Jul 2023
13 Jul 2023
27 Jul 2023
13 Jul 2023
17 Jul 2023
Amount
Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. Spe as per MORTH rev .304 &300
Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification No.300 & 304 for FOUNDATION OF ABUTMENTS AND PIERS
Earthwork excavation in rock not requiring blasting and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, wailing and forming protective bund, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification No.304 & 300 for FOUNDATION UNDER ABUTMENTS AND PIERS
Vibrated plain cement Concrete of Grade M-10, Nominal Mix, 1:3:6, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying Compacting curing concrete, Tools and Plants and incidental charges such as bailing out water,maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevant standard specification for LEVELING COURSE BELOW FOOTING UNDER ABUTMENT & PIERS as per sections 1000,1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc; complete as per relevant standard specifications, for FOOTING UNDER ABUTMENTS & RETURN WALLS as per sections 1000, 1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc; complete as per relevant standard specifications, for FOOTING UNDER PIERS as per sections 1000, 1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost & Fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc; complete as per relevant standard specifications, for ABUTMENT AND RETURN WALL SUBSTRUCTURE BELOW SILL LEVEL as per sections 2200,1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per sections 2200,1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to siteand cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges etc.,complete as per sections 2200,1500 & 1700 of MORT&H specification Rev V For PIERS (1800mm dia)
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges etc.,complete for CAPPING BEAM OVER PIERS as per sections 2200,1500 & 1700 of MORT&H specification Rev V
Providing and fixing of Elastomeric bearing of size 400x300x64mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H specifications Rev V and IRC: 83-2015(Part -II)
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for T-BEAMS AND CROSS BEAMS as per sections 2300,1500 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for tools and plants including all other incidental charges etc.,complete for DECK SLAB, KERBS & FOOTPATH as per sections 2300,1500 & 1700 of MORT&H specification Rev V
Vibrated reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for HANDRAILS AND POSTS as per Section 2703-3 of MORT&H Specifications (Fifth Revision)
Vibrated Reinforced Cement Concrete of grade M40 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete ,working at heights, potable water , hire charges for tools and plants including all other incidental charges etc.,complete as per sections Cl.811,1700 &2703.3 of MORT&H specification Rev V For CRASH BARRIER ON INNER EDGE OF FOOTPATH
Providing and fixing of G.I Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised iron pipes and flats and fixing them in position etc,complete as per section Cl. 2705 of MORT&H specification Rev V
Vibrated Plain Cement Concrete of grade M15 (Nominal Mix 1:2:4) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for CC PARAPET OVER RETURN WALLS as per Sections 1500 & 1700 of MORT&H specification Rev V
Supply and installation of strip steal Expansion joint system conforming to specification for road and bridge works published by ministry of surface transport (Roads wings) in the 40mm wide expansion gap provided in between deck over piers and between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respect as per Section 2600 of MORT&H specifications Rev V
Vibrated Plain Cement Concrete of grade M15 (Nominal Mix 1:2:4) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP as per Sections 1500, 2704 & 1700 of MORT&H specification Rev V
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at heights , hire charges for tools and plants including all other incidental charges etc.,complete for APPROACH SLAB as per sections 2704,1500 & 1700 of MORT&H specification Rev V
Vibrated Cement Concrete of grade M30 design mix 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&H Rev V using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , hire charges for ools and plants including all other incidental charges etc.,complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per sections Cl 2702.2 of MORT&H specification Rev V
Providing weep holes with the provision of Class 1 PVC seepage pipes of 100mm dia of required lengths for abutment and wing walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill as per section 2706 of MORT&H specification Rev V
Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter materials 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, etc ., complete as per CI.710.1.4 & Appendix -6 of IRC: 78 - 2014
Filling behind Abutments and Return walls with filling materials having Ø value more than 35◦ free from cohesion , 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 and lifts for water and all other incidental charges, etc., complete as per CI.710.1.4 & Appendix -6 of IRC: 78 - 2014
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and providing to the reinforcement 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 Section 1600 of MORT&H Specification Rev V.
Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and providing to the reinforcement 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 Section 1600 of MORT&H Specification Rev V.
Supply and fixing of High Quality of Class 1 PVC seepage pipes of 160mm dia of required lengths for abutment and wing walls including costs and conveyance of all materials to work site and labour charges for fixing etc., Utility service in footpath.MORT&H Rev 5 Spec no. 2706
SUB ESTIMATE - APPROACH ROAD Providing and laying Carted Earth with an average lead of 3.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for berms.For Approach road MORT&H Rev 5 Spec no. 305 (97% Compaction)
Providing and laying Carted Earth with an average lead of 3.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for berms.For Approach road MORT&H Rev 5 Spec no. 305 (95% Compaction)
Providing and laying Granular Sub-Base on prepared sub grade using grading-V materials in accordance with the requirements of the specification.The material shall be laid in one or more layers as sub-base as nessary according to line graders and cross section shown in drawings or as directed by the Engineer MORTH No 111,112,401 and 900) for Approach road
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / 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 as per clause 406 of MORTH Rev-5 for Approach road
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 for Approach road
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 for Approach road
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical sensor paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t 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 as per clause 507 of MORTH Rev-5. For Approach road
SUB ESTIMATE - RCC RETAINING WALL (Height -9.00m) Earthwork excavation in soft distintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B 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 filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of RCC Retaining wall as per MORT&H No.304 (A1 & A2 Side)
Plain Cement concrete M10 (Nominal mix ) 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work, soft water, labour charges for mixing, transporting, laying curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification, for Leveling course below the footing of RCC Retaining wall as per MORT&H Specificaton No.1000, 1500, 1700 (A1 & A2 Side)
Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depths hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTINGS OF RCC RETAINING WALLS as per MORT&H Specificaton No.1000, 1500, 1700(A1 & A2 Side)
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the abutments and wings as per MORT&H Specificaton No.2706 (A1 & A2 Side)
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL (BELOW GROUND LEVEL) as per MORT&H Specificaton No.1000, 1500, 1700, 2200 (A1 & A2 Side)
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL (ABOVE GROUND LEVEL) as per MORT&H Specificaton No.1000, 1500, 1700, 2200 (A1 & A2 Side)
Supply and Fabrication of Fe-500 (HYSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of form work, cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete. as per MORT&H Specificaton No.1600 (A1 & A2 Side)
Vibrated Reinforced Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work, soft water, labour charges for mixing, transporting, laying curing concrete,working at height,Tools and Plants incidental charges such as maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Parapet for RCC Retaining walls as per MORT&H Specificaton No.1000, 1500, 1700 (A1 & A2 Side)
SUB ESTIMATE - DIVERSION ROAD Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 3 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 97% compaction for side berms as per MORT&H Vth rev No.304 & 305
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 3 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 95% compaction for side berms as per MORT&H Vth rev No.304 & 305
Construction of Granular sub-base Grade-V 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / 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 as per clause 406 of MORTH Rev-5
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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.
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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.
Providing,laying and rolling of close grade pre-mix carpet of compacted thickness 20mm thickness using 0.0612 cum of 13.2 - 11.2mm, 0.1404 cum of 2.80mm below of (Type B) graded below HBG metal using 19kg of VG30 bitumen for 10Sqm including premixing at CMP, conveyance of all materials,hire charges of all T&P all charges, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 508 of MORT&H Rev 5
Supplying and Laying and fixing RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite including all labour charges for hoisting and laying the pipes and fixing in position, packing joints in Cement Mortor 1:4 and all other incidental charges etc., complete as per the standard specification No.2900
SUB ESTIMATE - DISMANTLING Dismantling the existing Plain Cement Concrete in Cement mortar walls upto 3m high in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete MORT&H Rev 5 Spec no. 202
Dismantling the existing Random Rubble Mansonry and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete MORT&H Rev 5 Spec no. 202
SUB ESTIMATE - CONSTRUCTION OF RIGID AND FLEXIBLE APRON & RIVER TRAINING WORK Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labor, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF CUT OF WALLS AND APRONS
Vibrated Cement Concrete of grade M20 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CUT OFF WALLS FOR RIGID APRON
Vibrated Cement Concrete of Grade M-15,nominal mix 1:2:4 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RIGID APRON.
Vibrated Cement Concrete of Grade M-20,nominal mix 1:2:4 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RIGID APRON.
Granite rough stone dry packing for flexible apron using good size granite roughstone, properly wedged with quarry spalls including cost and conveyance of all materials to site, labour charges for packing the same in position and all other incidental charges etc complete-10cum
Earth work Excavation in all classes of soils except hard rock and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for the river training works for free flow of water on U/S and D/S as per MORT&H Specificaton No.304
Supplying and painting the walls with two coats of cements paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing etc., complete in all floors complying with standard specifications(The colour shade of the cement paint shall be got approved by the excutive engineer before use of work)
Providing priming coat one coat with ready mixed emulsion paint primer of approved quality and two coats of painting over the priming coat with approved quality and colour including cost and conveyance of all materials to site labour charges etc., complete as per standard specification
Sub Total Bid Price (in figures)
GST @ 18% of above all Schedules (in figures)
SRINIVASA CONSTRUCTION
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .