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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.4 CrAccepted-AOC | ₹8.4 Cr Quoted ₹9.2 Cr | 1 | Accepted-AOC Lowest Negotiated bidder |
| 2 | 2₹9.4 Cr+₹28.2 L (3.08%)Rejected-Finance | ₹9.4 Cr+₹28.2 L (3.08%) | 2 | Rejected-Finance Quoted Amount is more. Not eligible for Negotiation |
| 3 | 3₹9.7 Cr+₹55.9 L (6.10%)Rejected-Finance | ₹9.7 Cr+₹55.9 L (6.10%) | 3 | Rejected-Finance Quoted Amount is more. Not eligible for Negotiation |
Tender Value
₹7.8 Cr
EMD Value
₹4.0 L
Closing Date
11 Mar 2020, 11:30 amClosed
Superintending Engineer H C and M Chennai Circle
No.299 Anna Salai, Teynampet Chennai - 600006
Construction of Bridge across Buckingham canal in Sadayankuppam panchayat road including formation of approaches.
2020_HWAY_157697_1
TN.No.33/TVR/Construction of Bridge
Open Tender
Civil Works - Highways
Item Rate
365 days
Ambattur
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹4.0 L
Chennai
2 Sept 2020
17 Feb 2020
13 Mar 2020
17 Feb 2020
11 Mar 2020
28 Feb 2020
24 Feb 2020
Amount
Earth work excavation in all classes of soil except kankar requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL. UNDER ABUTMENTS AND PIERS LOCATION. as per MORT&H Specification No 201, 301
Construction of Bridge across Buckingham canal
Earthwork excavation in all classes of soil except kankar and soft rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATIONS as per MORT&H Specification No 301, 304
Construction of Bridge across Buckingham canal
Providing and driving in position permanet M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete as per MORT&H Specification No 1107
Construction of Bridge across Buckingham canal
Reinforced cement concrete cast-in-situ bored piles of 1000 mm diameter M-35 grade Design Mix using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at for driving or boring mobilisation of pilling equipement and other for piles UNDER ABUTMENT & PIERS
Construction of Bridge across Buckingham canal
Cement Concrete M-10 (Nominal Mix 1:3:6) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, 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 LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS AND PIERS as per MORT&H specification No 1000, 1114, 1700
Construction of Bridge across Buckingham canal
Vibrated reinforced cement concrete grade M35 (Design Mix) using 20mm ISS HBG 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 form work, labour charges for mixing, transporting, laying, compacting, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for PILE CAPS UNDER ABUTMENTS WINGS AND PIERS. as per MORT&H specification No 1000, 1114, 1500, 1700
Construction of Bridge across Buckingham canal
Vibrated reinforced cement concrete of Grade M-35 , (Design Mix) using 20mm ISS HBG matel including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for ABUTMENTS AND WINGS (ABOVE SILL).as per MORT&H specification No 1000, 1500, 1700, 2200
Construction of Bridge across Buckingham canal
Providing and fixing of PVC seepage pipes of 100mm dia. of requied lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour charges for fixing etc., complete drain the backfill. as per MORT&H specification No 2706
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel and including cost of form work, labour charges for mixing, transporting, laying compacting, curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per MORT&H specification No 1000, 1500, 1700, 2200
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS metal including Cost and Conveyance of all materials to site and Cost of cement at site but excluding cost and fabrication of steel and including cost of form work, labour charges for mixing, transporting, laying , curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for CIRCULAR PIERS (ABOVE SILL) as per MORT&H specification No 1000, 1114, 1500, 1700
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for CAPPING BEAMS OVER COLUMN PIERS as per MORT&H specification No 1000, 1500, 1700, 2200
Construction of Bridge across Buckingham canal
Providing FILTER MEDIA behind Abutment and Wings for 600 mm thickness using filter material conforming to Clause-309.3.2. B of MOST 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 MORT&H specification No Appendix 6 of IRC 78-2014
Construction of Bridge across Buckingham canal
Filling behind Abutments and Wings with clean gritty free drainage gravel including cost and drainage gravel having PH1 value more than 35 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 and lifts for water and all other incidental charges etc., complete as per MORT&H specification No 309.3.2.2 Appendix 6 of IRC 78-2014
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete M-35, Grade, Design Mix, using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for Pedastal over bed block & pier cap as per MORT&H specification No 1000, 1500, 1700, 2200
Construction of Bridge across Buckingham canal
Supplying and installation of COPPER STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in 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 MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H specification
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for DECK SLAB as per MORT&H specification No 1000, 1500, 1700, 2300
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for T-BEAMS AND CROSS BEAMS as per MORT&H specification No 1000, 1500, 1700, 2300
Construction of Bridge across Buckingham canal
Supply and fabrication of Fe-415 steel with suitable anticorrosive measure 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, trying grills, including over lapping 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 MORT&H specification No 1009, 1600
Construction of Bridge across Buckingham canal
Supply and fabrication of Fe-240 steel with suitable anticorrosive treatment required in the schedule including cost of steel at site and cost of providing and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, trying grills, including over lapping to the required length wherever 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, Fe-240 Grade for MESH REINFORCEMENT as per MORT&H specification No 1009, 1600
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for CRASH BARRIER OVER DECK AND RETURN WALL as per MORT&H specification No 1000, 1500, 1600, 1700, 2703
Construction of Bridge across Buckingham canal
Supplying and fixing of Elastometric bearing of size 40x50x9.6 cm as shown in the drawing including coast and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete.as per MORT&H specification No 2000, 2005
Construction of Bridge across Buckingham canal
Vibrated Plain Cement Concrete of grade M15 Nominal mix using 40mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB. as per MORT&H specification No 1000, 1700, 2100, 2704
Construction of Bridge across Buckingham canal
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS 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, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete for APPRAOCH SLAB as per MORT&H specification No 1700, 2704
Construction of Bridge across Buckingham canal
Vibrated Cement Concrete of grade M30 (Design mix) 75mm thick using 25mm, 12mm, 6mm ISS HBG metal including Cost and Conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying hire charges for Tools and Plants, compacting curing with all leads for soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per MORT&H specification No 1000, 1500, 1700, 2702
Construction of Bridge across Buckingham canal
Providing and fixing of GI Drainage spouts 100 mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanized Iron pipes and flats and fixing them in position, etc., complete as per MORT&H specification No 2705
Construction of Bridge across Buckingham canal
Sub Estimate : Providing Approach Road to the bridge : Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Formation of Approach Road as per standard specification MORT&H Rev.V No. 111,112,301,304
Construction of Bridge across Buckingham canal
Filling with Carted earth including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades ,sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete For Filling in between Retaining walls and Approach roads. as per MORT&H specification No 111, 112, 301, 305
97% Compaction
100% Compaction
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content in accordance with IS 2720 (part8), 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) - for grading- V (Filter layer) as per MORT&H specification No 111, 112, 401, 900
Construction of Bridge across Buckingham canal
Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in accordance with IS 2720 (part 8) in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 as per MORT&H specification No 111, 112, 406, 900
Construction of Bridge across Buckingham canal
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORT&H specification No 111, 112, 502, 900
Construction of Bridge across Buckingham canal
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the granular surface treated with primer as per clause 503 - over granular surfaces treated with primer as per MORT&H specification No 111, 112, 503, 900
Construction of Bridge across Buckingham canal
Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No.505) Grading II as per MORT&H specification No 111, 112, 505, 900
Construction of Bridge across Buckingham canal
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects) - Grading II as per MORT&H specification No 111, 112, 507, 900
Construction of Bridge across Buckingham canal
Sub Estimate : Service Road to the bridge : Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Formation of Service Road as per standard specification MORT&H Rev.V No. 111,112,301,304
Construction of Bridge across Buckingham canal
Filling with Carted earth including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required as per MORT&H specification No 111, 112, 301, 305
100% Compaction
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content in accordance with IS 2720 (part8), 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) - for grading- V (Filter layer) as per MORT&H specification No 111, 112, 401, 900
Construction of Bridge across Buckingham canal
Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content in accordance with IS 2720 (part 8) in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 as per MORT&H specification No 111, 112, 406, 900
Construction of Bridge across Buckingham canal
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORT&H specification No 111, 112, 502, 900
Construction of Bridge across Buckingham canal
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the granular surface treated with primer as per clause 503 - over granular surfaces treated with primer as per MORT&H specification No 111, 112, 503, 900
Construction of Bridge across Buckingham canal
Bituminous Macadam (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade - 30 ), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - Grading II (Table 500-7) as per MORT&H specification No 111, 112, 504, 900
Construction of Bridge across Buckingham canal
Provding and laying Compacting open grade Premix carpet 20 mm thick with a liquid seal coat which shall consist of open graded carpet of 20 mm thickness in a single course composed of suitable small size aggregates premixed with 60/70 Grade of Bituminous binder with application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications. as per MORT&H specification No 111, 112,510
Construction of Bridge across Buckingham canal
Providing and Laying Vibrated Cement Concrete M-20 Kerb(500x250x275) 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 labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for Non MountableKerbs along Service Road. as per MORT&H specification No 2500
Construction of Bridge across Buckingham canal
Sub Estimate : Providing protective works for the approaches to the Bridge : Earth excavation in all classes of soils except hard rock required blasting depositing on bank with all leads and lifts including the cost of all labour materials equipment and other items which back tilling in a compacted condition with a wuantity of material not exceeding the amount of excavation complete for found of retaining wall. as per MORT&H specification No 304
Construction of Bridge across Buckingham canal
Plain cement concret M10(Nominal mix 1:3:6) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and incidental charges etc complete as per standard specification FOR LEVELLING course below foundation
Construction of Bridge across Buckingham canal
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4 using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including including all other incidental charges,etc.,complete as per standard specification for TOE WALLS OF REVETMENTS as per MORT&H specification No 1000, 1700, 2100
Construction of Bridge across Buckingham canal
Vibrated reinforced cement concrete M-30 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water charges, etc., complete as per standard specifications for FOOTINGS OF RETAINING WALLS. as per MORT&H specification No 1000, 1700, 2100
Construction of Bridge across Buckingham canal
Vibrated reinforced cement concrete M-35 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM OF RETAINING WALLS.
Construction of Bridge across Buckingham canal
Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE AUTMENTS AND WINGS as per MORT&H specification No 2706
Construction of Bridge across Buckingham canal
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-415, conforming to IS:1786-1985, steel with suitable anti corrosive measure required for all RCC items of works involved in the schedule cost of the required length wherever necessary and placing and all other incidental charges etc, complete,Fe-415 grade as per MORT&H specification No 1009, 1600
Construction of Bridge across Buckingham canal
Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including 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 RCC CRASH BARRIERS as per MORT&H specification No 1000,1500,1600,1700,2703
Construction of Bridge across Buckingham canal
Gravel backing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete. as per MORT&H specification No 309.3.2.2 Appendix 6 of IRC 78-2014
Construction of Bridge across Buckingham canal
Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and same at both ends, including all other incidental charges, etcc, complete for REVETMENTS. as per MORT&H specification No 2500, 2505
Construction of Bridge across Buckingham canal
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4 using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including all other incidental charges,etc.,complete as per standard specification for GUIDE STONES.
Construction of Bridge across Buckingham canal
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Sub Total Amount for above all items
GST 12% for the above SubTotal Amount
K Sundarrajan
SAKTHI ENGINEERING CONSTRUCTIONS
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