Thanjavur District Nabard - Ridf - Xxv ( 2019-2020 ) Orathanadu Block - Package No . 4 ( 03 Works ) Thanjavur District - Package No . 4- Reconstruction Of 3 Nos Of Minor Bridge Works In Orathanadu Block Of Thanjavur District Under Nabard - Ridf - Xx
Tender Value
1.78 Crore
Estimated cost
Bid Submission
04 Sep 2019
0 days left
EMD
1.78 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
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Organization
Tender ID
Competition Type
NCB
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Tender
Location / State
Orathanadu → Tamil Nadu
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Not Available
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Not Available
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Address
Project Description
Thanjavur District Nabard - Ridf - Xxv ( 2019-2020 ) Orathanadu Block - Package No . 4 ( 03 Works ) Thanjavur District - Package No . 4- Reconstruction Of 3 Nos Of Minor Bridge Works In Orathanadu Block Of Thanjavur District Under Nabard - Ridf - Xxv 2019-20
BOQ
| Name of Work: THANJAVUR DISTRICT - NABARD - RIDF - XXV (2019 - 2020). Part.1. Reconstruction of Minor Bridge to Keela Theru Road across Vadaseri Vaikkal in Neivasal South Panchayat.Part.2. Reconstruction of Minor Bridge across Vallamvari Vaikkal in Ponnapur to Palayaneri Vayal Road in Chinnaponnapur Panchayat.Part.3. Reconstruction of Minor Bridge to Sunnambukara Theru Road across Vadaseri Vaikkal in Moorthiyambalpuram Panchayat. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part.1. Reconstruction of Minor Bridge to Keela Theru Road across Vadaseri Vaikkal in Neivasal South Panchayat. | |||
| 2 | 2 | Excavation including removal and satisfactory disposal in accordance with the requirements of the specifications. The material shall be laid in one or more layers as sub-base or lower sub-base and upper sub-base as necessary according to lines,grades and cross sections shown in the drawings or as directed by the Engineer using Carted Earth having CBR value not lessthan 10, obtained from 9 km lead including cost and conveyance and compactino by power roller including all labour and incidental charges etc., complete. For Formation Diversion Road using Carted Earth. (98% Compaction) | 137.5 | Cu.m | |
| 3 | 3 | Providing, laying and compacting well graded material on prepared sub-grade in accordance with the requirements of the specifications. The material shall be laid in one or more layers as sub-base or lower sub-base and upper sub-base as necessary according to lines,grades and cross sections shown in the drawings or as directed by the Engineer using Gravel with power Roller Rolling for Sub Grade for Gravel Diversion Road Gravel Filling | 55 | Cu.m | |
| 4 | 4 | Supply of RCC NP3 ISI class pipes and collars of 1000 mm dia of standard length and cut lengths including cost and conveyance to the worksite and all other incidental charges etc., complete. | 22.5 | R.M | |
| 5 | 5 | Dismantling and cleaning a way Brick / Stone Masonry in Cement Mortar walls under 3 M height including dismantling and stacking the serviceable materials etc complete (S.No.14 Page 31 of PWD schedule of rates for (2017-2018) | 18.86 | Cu.m | |
| 6 | 6 | Dismantling the existing cement concrete and cleaning away from 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. (S.No.38 Page 27 of PWD schedule of rates for (2017-2018) | 32 | Cu.m | |
| 7 | 7 | 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 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 DRESSING THE BED UP TO SILL LEVEL. | 55.57 | Cu.m | |
| 8 | 8 | 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 baling 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 for FOUNDATION OF ABUTMENTS , WINGS & PIERS. | 229.32 | Cu.m | |
| 9 | 9 | Vibrated Cement Concrete of grade M10 Nominal Mix 1:3:6 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 LEVELLING COURSE BELOW ABUTMENT , WINGS AND PIERS (BELOW SILL LEVEL) | 23.13 | Cu.m | |
| 10 | 10 | Vibrated Cement Concrete of grade M20 (Design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevent standard specification for FOUNDATION OF ABUTMENT, WING WALLS AND PIERS (BELOW SILL LEVEL) | 176.8 | Cu.m | |
| 11 | 11 | 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 Bed protection | 39.36 | Cu.m | |
| 12 | 12 | Vibrated Cement Concrete of grade M20 (Design mix) 20mm & 12mm ISS size HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour chargesfor mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevent standardspecification. for SUB - STRUCTURE OF ABUTMENT AND WINGS (Above sill level). | 54.01 | Cu.m | |
| 13 | 13 | Reinforced cement concrete M25 (design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, softwater,labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for BED BLOCK CUM DIRTWALL OVER ABUTMENT. | 4.84 | Cu.m | |
| 14 | 14 | Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments wings including cost and conveyance of all materials to worksite and labour charges for fixing, etc., complete to drain the backfill as per standard specifications. | 22 | Nos | |
| 15 | 15 | Providing and fixing KRAFT paper for full width of seating of deck slab and including cost and conveyance to worksite , labour for fixing the same incorrect position and all other incidental charges etc., complete. | 13.2 | Sq.m | |
| 16 | 16 | Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site & cement at site excluding cost and fabrication of steel but including formwork and centering softwater labour charges for mixing, transporting, placing in, position vibrating andcompacting finishing & curing concrete, working at heights, hire charges fortools and plants, including all otherincidental charges etc., complete as per standard specification. for RCC DECK SLAB | 35.73 | Cu.m | |
| 17 | 17 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm and well compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work siteincluding all labours and other incidentalcharges including hire charges forfor 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. | 25.17 | Cu.m | |
| 18 | 18 | Filling behind Abutments and wings with clean gritty gravel to I ncluding cost and conveyance of gravel to worksite,laying, handling, charges & 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 ABUTMENT AND WINGWALL | 36.37 | Cu.m | |
| 19 | 19 | Providing and fixing 200mm thick PVC EXPANSION JOINT in between deckslabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimarpad and joint sealent etc., complete | 22.5 | R.M | |
| 20 | 20 | 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 BASECOURSE BELOW APPROACH SLAB | 6.15 | Cu.m | |
| 21 | 21 | Vibrated reinforced cement concreteM30 (Design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials site & cement at site excluding cost and fabrication ofsteel but including formwork & centering softwater labour charges for mixing, transporting,placing in, position vibrating and compacting finishing &curing concrete, working at heights, hire charges for tools & plants,including all other incidental charges etc complete as .per standard specification for APPROACH SLAB | 16.03 | Cu.m | |
| 22 | 22 | Vibrated Cement Concrete of grade M30 (Design mix) using 20mm & 12mm ISS size HBG metal including cost & conveyance of all materials to site and cement at site including all labour charges for mixing concrete laying, vibrating Hirecharges for Tools and Plants, compacting, curing with all leads of soft water,including and all other incidental charges form work cost of premoulded expansion joints and fixing the same in position etc.,complete for wearing coat of 75mm uniform .thickness over Deck slab | 117.48 | Sq.m | |
| 23 | 23 | Vibrated reinforced Cement Concrete of grade M 25 (Design Mix) 1:1.5:3.0 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. for RCC Handrail | 21.6 | R.M | |
| 24 | 24 | Vibrated Cement Concrete of grade M20 using 20mm & 12mm ISS size HBG 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 at heights hire charges for Tools and Plants including all other incidental charges etc. complete as per standard specification for CRASH BARRIER TYPE PARAPET. | 6.3 | Cu.m | |
| 25 | 25 | Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings SD/205 with grating arrangements at top as shown in thedrawing using 12mmx25mm flats for grating arrangements,and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in thedrawing including cost & conveyance of cast iron pipes and flats and fixing them in position etc., complete. | 4 | Nos | |
| 26 | 26 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule and cost of HCRM steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods straightening cutting bending tying grills, including overlapping to the required length wherever necessery and placing the reinforced in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specifications. Fe-500 Grade 1 MT. | 5.5 | M.T | |
| 27 | 27 | Construction of Retaining wall. | |||
| 28 | 28 | 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 baling out water, providing and maintaining necessary cofffer dams, 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 for FOUNDATION UNDER RETAINING WALL. | 38.4 | Cu.m | |
| 29 | 29 | Filling inside the Foundation 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 Foundation. | 9.6 | Cu.m | |
| 30 | 30 | Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2:4) using 20 mm 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 BELOW. | 9.6 | Cu.m | |
| 31 | 31 | Vibrated Cement Concrete Grade M 20 Design Mix (1:1.5:3) using 20 & 12 mm ISS size HBG 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 etc., complete as per standard specifications for RETAINING WALL FOUNDATION. | 24.48 | Cu.m | |
| 32 | 32 | Vibrated Cement Concrete of Grade M 20 Design Mix (1:1.5:3) using 20 mm & 12 mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF RETAINING WALL ABOVE SILL LEVEL - | 76.96 | Cu.m | |
| 33 | 33 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining Wall including cost and conveyance of all materials to work site and labour charges for fixing, complete | 32 | Nos | |
| 34 | 34 | Part.2. Reconstruction of Minor Bridge across Vallamvari Vaikkal in Ponnapur to Palayaneri Vayal Road in Chinnaponnapur Panchayat. | |||
| 35 | 35 | 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 for FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 497.93 | Cu.m | |
| 36 | 36 | Filling below the open 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. | 80.31 | Cu.m | |
| 37 | 37 | Vibrated Cement Concrete of grade M10 Nominal Mix 1:3:6 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 LEVELING COURSE UNDER FOOTING -1 Cum (Below Sill level). | 16.06 | Cu.m | |
| 38 | 38 | Vibrated Cement Concrete of grade M20 (Design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevant standard specification for FOOTINGS OF ABUTMENT, PIERS AND WINGS (BELOW SILL LEVEL). | 281.51 | Cu.m | |
| 39 | 39 | Vibrated Cement Concrete of grade M20 (Design mix) 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour chargesfor mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevant standardspecification for SUB - STRUCTURE OF ABUTMENT, WINGS AND PIERS (Above sill level). | 106.68 | Cu.m | |
| 40 | 40 | Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm & 12 mm 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 , 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. | 5.86 | Cu.m | |
| 41 | 41 | 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 WINGS. | 52 | Nos | |
| 42 | 42 | Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complete. | 16.83 | Sq.m | |
| 43 | 43 | Vibrated reinforced cement concrete M 30, 1:1.44:2.88 Grade, Design Mix using 20 & 12 mm 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 chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for DECK SLAB. | 69.48 | Cu.m | |
| 44 | 44 | 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 MORT's (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 31.73 | Cu.m | |
| 45 | 45 | 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. | 42.73 | Cum | |
| 46 | 46 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutments andpiers as shown in the drawing including cost and conveyance of expeansion joints oncluding shallimar pad and joimt sealent etc., complete-1 set. | 25.6 | R.M | |
| 47 | 47 | 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. | 7.95 | M.T | |
| 48 | 48 | 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 BASE COURSE BELOW APPROACH SLAB. | 5.28 | Cu.m | |
| 49 | 49 | 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 chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for APPROACH SLAB. | 12.88 | Cum | |
| 50 | 50 | 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 sitel 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 PARAPET WALL OVER WINGS. | 6.3 | Cum | |
| 51 | 51 | Vibrated cement Concrete M30 design mix using 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 coat of 75mm uniform thickness over deck slab and approach slab. | 150.7 | Sq.m | |
| 52 | 52 | Vibrated Reinforced Cement Concrete M-25, Grade, Design Mix, using 20 mm & 12 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 HAND RAILS. | 40.8 | R.M | |
| 53 | 53 | 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. | 6 | Nos. | |
| 54 | 54 | Approach road. | |||
| 55 | 55 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 2km for formation of Approach Road. | |||
| 56 | 56 | 98% COMPACTION | 1362 | Cu.m | |
| 57 | 57 | 100% COMPACTION | 148.5 | Cu.m | |
| 58 | 58 | 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).GSB Grade III | 85.16 | Cu.m | |
| 59 | 59 | 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) | 31.33 | Cu.m | |
| 60 | 60 | 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 | 20.08 | Cu.m | |
| 61 | 61 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the 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 for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | 267.75 | Sq.m | |
| 62 | 62 | Providing and laying 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 | 267.75 | Sq.m | |
| 63 | 63 | Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert. | 22.5 | R.M | |
| 64 | 64 | Construction of Retaining wall. | |||
| 65 | 65 | 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 baling out water, providing and maintaining necessary cofffer dams, 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 for FOUNDATION UNDER RETAING WALL. | 115.5 | Cu.m | |
| 66 | 66 | Filling inside the Foundation 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 Foundation. | 14.44 | Cu.m | |
| 67 | 67 | Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2:4) using 40 mm 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 BELOW. | 14.44 | Cu.m | |
| 68 | 68 | Vibrated Cement Concrete Grade M 20 Design Mix (1:1.5:3) using 20 & 12 mm ISS size HBG 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 etc., complete as per standard specifications for RETAINING WALL FOUNDATION. | 28.88 | Cu.m | |
| 69 | 69 | Vibrated Cement Concrete of Grade M 20 Design Mix (1:1.5:3) using 20 mm & 12 mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF RETAINING WALL ABOVE SILL LEVEL - | 118.25 | Cu.m | |
| 70 | 70 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining Wall including cost and conveyance of all materials to work site and labour charges for fixing, complete | 110 | Nos | |
| 71 | 71 | Dismantling of Existing Structure. | |||
| 72 | 72 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m - Foundation. | 8.28 | Cu.m | |
| 73 | 73 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m - Substructure. | 22.4 | Cu.m | |
| 74 | 74 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as - Superstructure. | 12.6 | Cu.m | |
| 75 | 75 | Part.3. Reconstruction of Minor Bridge to Sunnambukara Theru Road across Vadaseri Vaikkal in Moorthiyambalpuram Panchayat. | |||
| 76 | 76 | 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 for FOUNDATION (OPEN FOUNDATION, RAFT FOUNDATION, CUT OFF WALL, FLEXIBLE & RIGID APRON) UNDER ABUTMENTS & PIERS BELOW SILL LEVEL. | 464.02 | Cu.m | |
| 77 | 77 | Filling below the open 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. | 19.43 | Cu.m | |
| 78 | 78 | Vibrated Cement Concrete of grade M10 Nominal Mix 1:3:6 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 LEVELING COURSE UNDER FOOTING -1 Cum (Below Sill level). | 12.95 | Cu.m | |
| 79 | 79 | Vibrated Cement Concrete of grade M20 (Design mix) using 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing,transporting,laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevant standard specification for FOOTINGS OF ABUTMENT, PIERS AND WINGS (BELOW SILL LEVEL). | 300.08 | Cu.m | |
| 80 | 80 | Vibrated Cement Concrete of grade M20 (Design mix) 20mm & 12mm ISS size HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour chargesfor mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevant standardspecification for SUB - STRUCTURE OF ABUTMENT, WINGS AND PIERS (Above sill level). | 56.79 | Cu.m | |
| 81 | 81 | Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm & 12 mm 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 , 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. | 5.07 | Cu.m | |
| 82 | 82 | 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 WINGS. | 26 | Nos | |
| 83 | 83 | Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complete. | 13.2 | Sq.m | |
| 84 | 84 | Vibrated reinforced cement concrete M 30, 1:1.44:2.88 Grade, Design Mix using 20 & 12 mm 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 chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for DECK SLAB. | 54.42 | Cu.m | |
| 85 | 85 | 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 MORT's (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 24.23 | Cu.m | |
| 86 | 86 | 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. | 39.49 | Cum | |
| 87 | 87 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutments andpiers as shown in the drawing including cost and conveyance of expeansion joints oncluding shallimar pad and joimt sealent etc., complete-1 set. | 22.5 | R.M | |
| 88 | 88 | 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. | 6.56 | M.T | |
| 89 | 89 | 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 BASE COURSE BELOW APPROACH SLAB. | 33.15 | Cu.m | |
| 90 | 90 | 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 chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for APPROACH SLAB. | 15.82 | Cum | |
| 91 | 91 | 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 sitel 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 PARAPET WALL OVER WINGS. | 6.3 | Cum | |
| 92 | 92 | Vibrated cement Concrete M30 design mix using 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 coat of 75mm uniform thickness over deck slab and approach slab. | 135.96 | Sq.m | |
| 93 | 93 | Vibrated Reinforced Cement Concrete M-25, Grade, Design Mix, using 20 mm & 12 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 HAND RAILS. | 27.2 | R.M | |
| 94 | 94 | 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. | 4 | Nos. | |
| 95 | 95 | Approach road. | |||
| 96 | 96 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 2km for formation of Approach Road. | |||
| 97 | 97 | 98% COMPACTION | 931.5 | Cu.m | |
| 98 | 98 | 100% COMPACTION | 111.38 | Cu.m | |
| 99 | 99 | 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).GSB Grade III | 56.48 | Cu.m | |
| 100 | 100 | 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) | 24.3 | Cu.m | |
| 101 | 101 | 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 | 15.86 | Cu.m | |
| 102 | 102 | Providing & Laying Tack Coat over the WBM surface using 4.00 kg of rapid setting bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and the 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 for mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete ad per clause 503 of MORT & H specification | 211.5 | Sq.m | |
| 103 | 103 | Providing and laying 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 | 211.5 | Sq.m | |
| 104 | 104 | Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert. | 22.5 | R.M | |
| 105 | 105 | Construction of Retaining wall. | |||
| 106 | 106 | 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 baling out water, providing and maintaining necessary cofffer dams, 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 for FOUNDATION UNDER RETAING WALL. | 74.4 | Cu.m | |
| 107 | 107 | Filling inside the Foundation 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 Foundation. | 9.3 | Cu.m | |
| 108 | 108 | Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2:4) using 40 mm 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 BELOW. | 9.3 | Cu.m | |
| 109 | 109 | Vibrated Cement Concrete Grade M 20 Design Mix (1:1.5:3) using 20 & 12 mm ISS size HBG 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 etc., complete as per standard specifications for RETAINING WALL FOUNDATION. | 18.6 | Cu.m | |
| 110 | 110 | Vibrated Cement Concrete of Grade M 20 Design Mix (1:1.5:3) using 20 mm & 12 mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF RETAINING WALL ABOVE SILL LEVEL - | 58.2 | Cu.m | |
| 111 | 111 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining Wall including cost and conveyance of all materials to work site and labour charges for fixing, complete | 80 | Nos | |
| 112 | 112 | Dismantling of Existing Structure. | |||
| 113 | 113 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m - Foundation. | 29.58 | Cu.m | |
| 114 | 114 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m - Substructure. | 11.88 | Cu.m | |
| 115 | 115 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as - Superstructure. | 18.7 | Cu.m | |
| 116 | 116 | Removal of hume pipe 900mm dia the existing piped 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. for Super structure. | 35 | R.M | |
| 117 | 117 | 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}\n | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Aug 09, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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