Reconstruction Of Bridge At Km . 2/6 Of Pudalathy - Marady - Kottapalayam Road Across Varattaru River
Tender Value
2.04 Crore
Estimated cost
Bid Submission
30 Jun 2020
0 days left
EMD
1.12 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
Musiri → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Reconstruction Of Bridge At Km . 2/6 Of Pudalathy - Marady - Kottapalayam Road Across Varattaru River
BOQ
| NAME OF WORK : Reconstruction of bridge at Km.2/6 of Pudalathy – Marady - Kottapalayam road across Varattaru River | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling the existing Brick / Stone Masonry in lime Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202 | 125 | Cubic Metre | |
| 2 | 2 | Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202 | 103.5 | Cubic Metre | |
| 3 | 3 | Dismantling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.. as per MORT&H Vth Revision 111, 112, 202 | 35 | Running Metre | |
| 4 | 4 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304. | 742 | Cubic Metre | |
| 5 | 5 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF ABUTMENTS, WINGS & PIERS as per MORT&H Vth Revision 304. | 1128.5 | Cubic Metre | |
| 6 | 6 | Cement concrete M15 Grade (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW ABUTMENTS WINGS AND PIERS as per MORT&H 1000, 1500, 1700 (Below Sill level). | 36 | Cubic Metre | |
| 7 | 7 | Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF ABUTMENT, WINGS AND PIERS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 768 | Cubic Metre | |
| 8 | 8 | Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for SUBSTRUCTURE OF ABUTMENT, WINGS & PIER (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 317 | Cubic Metre | |
| 9 | 9 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700 | 90 | Numbers | |
| 10 | 10 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | 16 | Cubic Metre | |
| 11 | 11 | 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 in correct position and all other incidental charges etc., complete. as per MORT&H 2600 | 45 | Square metre | |
| 12 | 12 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB as per MORT&H Vth Revision 1500, 1600, 1700, 2300 | 340 | Cubic Metre | |
| 13 | 13 | PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600 | 62 | Running Metre | |
| 14 | 14 | Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and 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 in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014 | 56.5 | Cubic Metre | |
| 15 | 15 | 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 as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 | 74.5 | Cubic Metre | |
| 16 | 16 | Supply and fabrication of Steel Grade Fe- 550 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600 | 35.3 | Metric Tonne | |
| 17 | 17 | Supply and fabrication of Steel Grade Fe- 240 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 as per standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600 | 2.85 | Metric Tonne | |
| 18 | 18 | Vibrated cement concrete M15 Grade Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704 | 14 | Cubic Metre | |
| 19 | 19 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704 | 18.4 | Cubic Metre | |
| 20 | 20 | Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded of size metal 25mm, 11.20mm & 6mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2 | 401.5 | Square metre | |
| 21 | 21 | Vibrated Reinforced Cement Concrete M40 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CRASH BARRIER 1500, 1600, 1700, 2703.3 | 93 | Running Metre | |
| 22 | 22 | Vibrated cement concrete M15 Grade (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for PARAPET OVER WINGS as per MORT & H Vth Revision 1000, 1500, 1700,1600, 2300 | 7 | Cubic Metre | |
| 23 | 23 | PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705 | 8 | Numbers | |
| 24 | 24 | Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths. | 214 | Running Metre | |
| 25 | 24.01 | FORMATION OF APPROACH ROAD | |||
| 26 | 25 | Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | 771 | Cubic Metre | |
| 27 | 26 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900 | 162 | Cubic Metre | |
| 28 | 27 | Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900 | 269 | Cubic Metre | |
| 29 | 28 | Providing and laying of Prime coat using Emulsion bitumen at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 | 1074 | Square metre | |
| 30 | 29 | Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 | 1074 | Square metre | |
| 31 | 30 | Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900\n | 54 | Cubic Metre | |
| 32 | 31 | Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509\n | 33 | Cubic Metre | |
| 33 | 31.01 | FORMATION OF DIVERSION ROAD | |||
| 34 | 32 | Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | 579 | Cubic Metre | |
| 35 | 33 | Supplying fixing and hoisting of NP3 Class 1000mm inner dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete for as per MORT&H Vth Revision 2900 | 40 | Running Metre | |
| 36 | 34 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900 | 68 | Cubic Metre | |
| 37 | 35 | Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900 | 68 | Cubic Metre | |
| 38 | 35.01 | CONSTRUCTION OF PCC RETAINING WALL | |||
| 39 | 36 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 304 | 238.5 | Cubic Metre | |
| 40 | 37 | Vibrated Cement Concrete M15 (Nominal Mix 1:2:4) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOUNDATION OF RETAINING WALL (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 48 | Cubic Metre | |
| 41 | 38 | Vibrated Cement Concrete M15 (Nominal Mix 1:2:4) using HBG graded metal 40mm ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 342 | Cubic Metre | |
| 42 | 39 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700 | 56 | Numbers | |
| 43 | 40 | Refilling the excavated earth complying with the standard specification for filling in the foundation trench including labour charges etc., complete as per MORT&H Vth Revision 2904, 2907. | 286 | Cubic Metre | |
| 44 | 40.01 | CONSTRUCTION OF RIVER TRAINING WORK | |||
| 45 | 41 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for dressing the river bed for free flow of water as per MORT&H Vth Revision 304. | 1819 | Cubic Metre | |
| 46 | 42 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 47 | 43 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 48 | 44 | GST 12% for above SubTotal Amount | 1 | gst |
AI Tender Summary
Tender Timeline
Jun 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 01, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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