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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC 41 21 A KMC TOWERS C2 C2 SCHEME ROAD THENI 625531 | THENI | TAMIL NADU | 625531 | ₹1.5 Cr | 1 | Accepted-AOC Lowest Tenderer |
| 2 | 2₹1.5 Cr+₹4,708 (0.03%)Rejected-AOC | ₹1.5 Cr+₹4,708 (0.03%) | 2 | Rejected-AOC . |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
6 Jan 2021, 3:00 pmClosed
Project Director
DRDA, Theni
1.Strengthening of road from Ammapatty to Viswasapuram km 0/0-1/1 2.Strengthening of road from Pitchangarai to Melaparavu km 3/3-4/9 In Bodinaickanur Block
2020_RDTN_189451_1
DIPR/3344/TENDER/2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Theni
as per tender documents
3 documents required · 3 mandatory
₹0
₹1.5 L
21 Jun 2021
29 Dec 2020
6 Jan 2021
30 Dec 2020
6 Jan 2021
30 Dec 2020
Amount
1. Strengthening of road from Ammapatty - Viswasapuram km 0/0-1/1
Clearing and grubbing by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth.
Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil, hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel stone earth and earth mixed with 50% fair sized boulders and hard gravelly
Collection, Supply & Filling of conveyed earth including stacking charges and all other labour charges etc., complete as per standard specification.
Collection, Supply & Filling of Red Gravel from approved quarry including stacking charges and all other labour charges etc., complete as per standard specification.(Side Berms)
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Providing 75mm consolidated thickness WBM for Top LAYER using 1 cum of Grade III metal of size 63 -11.2MM IRCsize HBG metal (1M3 Grade II HBG = 0.025Cum of 63mm + 0.20Cum of 53mm + 0.725Cum of 45mm + 0.025Cum of 22.4mm + 0.025Cum of 11.2mm) with 0.24 cum of gravel for 10sqm including cost and conveyance of all materials from approved quarries to roadside and stacking of materials to departmental gauge for premeasurements including labour for laying, spreading new metal, hand packing to camber, watering with all leads for good water even if the season is worst drought condition forming edge bunds and consolidation by 8 to 10 tonne power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete.
Applying tack coat using 4.00 kgs of 10sqm over the WBM surfaces including cost of bituminous emulsion which will be supplied departmentally at section stores cost of which will be recovered here with including conveyance of bitumen emulsion to actual work spot handling charges for brushing cleaning and including labour charges for preparing the surface for laying to actual work spot handling charges for brushing cleaning and to tack coat and labour for applying the required quantity of bitumen emulsion including the hire charges and fuel charges for tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc. complete as per standard specification no 503 MOST..
Providing and laying Premix carpet with seal coat type A for 20MM thickness using 0.18 cum of 13.20mm IRC Machine crushed metal and 0.09 cum of 11.20mm IRC Machine crushed metal with 14.60 kgs of bitumen for premixing 10 sqm of premix carpet and 0.09 cum of 6.70MM IRC Machine crusher metal with 9.80 kgs of bitumen for seal coat type A per 10 sqm including cost and conveyance of materials to the work site and stacking them to the department metric gauge for premeasurement heating the bitumen in bitumen boiler heating the aggregates and mixing them with bitumen in minihot jkix plant for premix roller for rolling to mix for premix carpet and seal coat separately including labour charges in for spreading the mix for premix carpet including labour charges for spreading seal coat separately over premix carpets etc. including hire charges and fuel charges for mim hot mix plant, bitumnen boiler, power roller and all other tools and plant plants employed etc. complete as per clause 509 of MOST specification.
Provision for HM stone
Provision for KM stone
Sign Board
Provision for name board
Minor bridge
Earth work excavation in all classes of soil except hard rock 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.
Earth work excavation in all classes of soil except hard rock 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 FOUNDATION UNDER ABUTMENTS & PIERS
Earth work excavation in Medium rock and dense medium rock 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 (OPEN FOUNDATION, CUT OFF WALL) UNDER ABUTMENTS & PIERS BELOW SIL LEVEL.
Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 20mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification forABUTMENT, WINGS and PIERS
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for footing under ABUTMENT, WINGS and PIERS
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for SUBERSTRUCTURE OF ABUTMENTS and WINGS BELOW SILL LEVEL
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for SUBERSTRUCTURE OF ABUTMENTS and WINGS ABOVE SILL LEVEL
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for DIRT WALL CUM BED BLOCK OVER ABUTMENTS
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS
Supplying and fixing of Elastometric bearing as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges., complete as per sectiong 2000 of MORT & H specification (V Revision)
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for T-B;EAM AND CROSS BEAM GIRDER
Vibrated RCC of grade M 35 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for DECK SLAB, KERB
Vibrated reinforced Cement Concrete of grade M 30 Design Mix using 20 & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications. Complete for RCC HAND RAIL AND POSTS OVER DECK SLAB
Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for Road and Bridge Works 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT & H specification (V Revision)
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS.
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
Filling behind Abutments and wings 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 for filling behind the abutment and wings
Vibrated Cement Concrete of grade M 15 (Nominal Mix 1:2:4) using 40mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for BASECOURSE BELOW APPROACH SLAB
Vibrated RCC of grade M 30 (Design Mix 1:1.44:2.88) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for APROACH SLAB
Vibrated Plain Cement Concrete of grade Design Mix using 20mm & 12mm ISS size HBG 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, working at heights for paraper over wing wall
Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary 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, Fe.500 grade.
Vibrated reinforced Cement Concrete of grade M 30 Design Mix using 20 & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications. Complete for wearing coat of 75mm uniform thicknesss over deck slab and approach slab
Providing and fixing of CI 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 300 mm 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 cl 2705 of MORT & H specification. (V Revision)
Retaining wall
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 labour, equipments and all incidental charges such as Bailing 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 UNDER RETAINING WALL
Filling below the foundation concrete with clean coarse sand 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 for filling inside the Raft.
Vibrated Cement Concrete of grade M 15 (Nominal Mix 1:2:4) using 20mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for foundation concrete (below footing, below raft foundation,
Vibrated Cement Concrete of grade M 15 (Nominal Mix 1:2:4) using 20mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for foundation concrete below retaining wall)
Vibrated Plain Cement Concrete of grade M 20 (Design Mix 1:1.5:3) using 20mm & 12mm ISS size HBG 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, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for SUBSTRUCTURE of RETAINING WALL ABOVE SILL LEVEL
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS.
2. Strengthening of road from Pitchangarai to Melaparavu km 3/3-4/9
Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3)
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
Applying TACK COAT over WBM surface at 4Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Collection & Supply of Red Gravel including cost and conveyance, stacking to Departmental gauge for taking premeasurements etc., complete as per standard specification.
Provision for KM stone
Provision for HM stone
Provision for sign board
Provision for name board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
G MURALIDARAN
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