Tender For Erode District - Retender For Construction Of Bridge 1 No In Package No Tn 12-19 Of T.N.Palayam Block Under Nabard Ridf-Xxix 2023-24
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Jan 2024
0 days left
EMD
1.97 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
palayam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Erode District - Retender For Construction Of Bridge 1 No In Package No Tn 12-19 Of T.N.Palayam Block Under Nabard Ridf-Xxix 2023-24
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work : Construction of Highlevel bridge ALONG UPPUPALLAM ANNANAGAR ROAD ACROSS UPPUPALLAM |
| 2 | Dismantling the existing structure |
| 3 | Dismantling the the existing RR Masonry in Cement Mortar in the existing causeway and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 4 | Dismantling theexisting Plain Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 5 | Construction of Bridge |
| 6 | 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. |
| 7 | Earthwork excavation in all classes of soil except hardrock 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 out water, providing and maintaining necessary coffferdams, 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 specifications forFOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL,FLEXIBLE &RIGID APRON)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. |
| 8 | FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL,FLEXIBLE &RIGID APRON) |
| 9 | UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. |
| 10 | Earthwork excavation insoft disintegrated rock not requiring blasting except hard rock requiring blastin 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 FOUNDATION OF FOOTINGS UNDER ABUTMENTS AND PIERS. |
| 11 | Vibrated Cement Concrete of grade M-15, Nominal Mix, 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS OF ABUTMENTS, WINGS AND PIERS. |
| 12 | VibratedCement Concrete of grade M20,Design Mix using 20mm&12mm metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL |
| 13 | VibratedCement Concrete of grade M20, Design Mix using 20mm&12mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL |
| 14 | VibratedReinforced Cement Concrete of grade M30 design mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS |
| 15 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS |
| 16 | Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete. |
| 17 | Vibrated reinforced cement concrete M-30, Grade, Design Mix using 20mm & 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but 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 heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., completefor DECK SLABas per MOST DRG NO. SD/241 & SD/205. |
| 18 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall 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 |
| 19 | Filling behind Abutmants 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. |
| 20 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete. |
| 21 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, 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 |
| 22 | Vibrated Cement Concrete M15 grade Nominal Mixusing 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 for BASE COURSE BELOW APPROACH SLAB. |
| 23 | Vibrated reinforced cement concrete M30 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 Approach Slab |
| 24 | Vibrated cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, 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 cost of 75mm uniform thickness over deck slab and approach slab. |
| 25 | Vibrated reinforcedCement Concrete of grade M 30 Design Mix 1:1.44:2.88 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 formixing, 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 forRCC Crashbarrier. |
| 26 | Vibrated Cement Concrete M20 grade,Design Mix using 20mm&12mm ISS size hard granite broken metal including cost and conveyance of all materials to site and 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 as per standard specification for PCCPARAPETS OVER WINGS |
| 27 | Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. |
| 28 | Whitewashing for Abutment and Pier Substructure using two coats of freshly burnt Shell lime |
| 29 | Enamel painting for Crashbarrier and Deck both end face usingtwo coat of enamel paint |
| 30 | PROVIDING APPROACH ROAD |
| 31 | Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines , grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eathfor formation of Approach Road. |
| 32 | 98% COMPACTION |
| 33 | 100% COMPACTION |
| 34 | Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading I of MORTH Revision IV with and any other Granular material or a combination those of for 200 mm thick to give a CBR of 30 % on prepared sub grade in accordance with the requirements of the specifications For Aggregate Mix |
| 35 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. |
| 36 | Providing and laying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 37 | Providing and laying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 38 | Bituminous Concrete of 25 mm thick shall consist of Construction in a single couse of compacted crushed aggregates premixed with bituminous binder of 80/100 grade at the rate of 3.5 % by weight of total mix to serve as base / binder course in accordance with MORTH rev IV cl.504 specification and in confirmity with drawing. |
| 39 | Supply and fixing of NP 3 class RCC 900 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete for culvert. |
| 40 | RETAINING WALL FOR THE WORK OFCONSTRUCTION OF BRIDGE ALONG APPAKUDAL ROAD TO ETTIKUTTAIPALAYAM ROAD (VIA) NALLAMOOPANUR ACROSS KARATTUPALLAM KILAI VAIKAL |
| 41 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 42 | Cement Concrete M15 Grade, Nominal mix using 20mm&12mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification Levelling Course |
| 43 | Cement Concrete M20 Grade, Design mix using 20mm&12mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification (Below sill) |
| 44 | Cement Concrete M20 Grade, Design mix using 20mm&12mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification (Above Sill) |
| 45 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of required length for Retaining wall including cost and conveyance of all materials to work site, cost and labour charges for for fixing complete. |
| 46 | White washing one coat with freshly burnt white shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed by the departmental officers. |
| 47 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
AI Tender Summary
Tender Timeline
Jan 06, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 19, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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