Bridgework Widening Of Minor Bridge At Km 3/8 Of Peraiyur - Melapatti Road Including Construction Of Protective Work ( Mdr )
Tender Overview
Project Description
Bridgework Widening Of Minor Bridge At Km 3/8 Of Peraiyur - Melapatti Road Including Construction Of Protective Work ( Mdr )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Feb-2021 | Time Extension | Date | 24-Feb-2021 |
BOQ
| Widening Minor Bridge at km 3/8 of Peraiyur - Melapatty Road including construction of Protective work (MDR) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | I. Widening of Minor Bridge\n\nDismantling the Plain Cement Concrete grade M20 & aboveas specified by departmental officers and cleanig away the debris and carefully stacking the useful materials including all labour and all other incidental charges etc.,complete Item No : 37 | 5.9 | Cubic Metre | |
| 2 | 2 | Dismantling the Reinforeced Cement Concrete grade M25 specifiedified by departmental officers and cleanig away the debris and carefully stacking the useful materials including all labour and all other incidental charges etc.,complete Item No : 38 | 6.92 | Cubic Metre | |
| 3 | 3 | Earth work excavation in all classes of soils except soft rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts of 2m as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, sheeting, shoring, bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus earth with all leads etc., complete as per MORT & H specifications 900,301,305 for Abutment, Wing Wall. | 219.88 | Cubic Metre | |
| 4 | 4 | Earth work excavation in Soft disintegrated rock not requiring blasting and hard roack requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, sheeting, shoring, bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus earth with all leads etc., complete as per MORT & H specifications 900,301,305 for Abutment, Wing Wall. | 61.34 | Cubic Metre | |
| 5 | 5 | Vibrated Cement Concrete of Grade M10 Nominal mix 1:3:6, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling Course Below Abutments | 7.45 | Cubic Metre | |
| 6 | 6 | Vibrated Cement Concrete of Grade M20, using ISS HBG graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site farm work and centering using soft water labour charges for mixing, transporting, laying, vibrating,l curing, concrete working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Footing Under Abutment & Returns & Pier Foundaton Below Sill Level | 141.51 | Cubic Metre | |
| 7 | 7 | Vibrated Cement Concrete of Grade M20, using ISS HBG graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site farm work and centering using soft water labour charges for mixing, transporting, laying, vibrating,l curing, concrete working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Substructure of Abutments, Wings & Piers Above Sill Level | 42.5 | Cubic Metre | |
| 8 | 8 | Vibrated Cement Concrete of Grade M30 (Design mix), using ISS HBG graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site farm work and centering using soft water labour charges for mixing, transporting, laying, vibrating,l curing, concrete working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Bedblock Cum Dirtwall | 2.3 | Cubic Metre | |
| 9 | 9 | Providing and fixing PVC seepage pipes of 110mm dia 4kg/cm2 of required lengths for abutments wings including cost and conveyance of all materials to worksite and labour charges for fixing , including fixing charges etc, complete to drain the backfill as per standard specifications. | 32 | Nos. | |
| 10 | 10 | 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 identical charges etc.,complete. | 3.03 | Square Metre | |
| 11 | 11 | Vibrated Reinforced cement concrete of design mix M30(Design mix) using 20mm ISS graded HBGS metal stone including cost and conveyance of all materials to site including cost of cement at site including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Deck Slab. | 20.89 | Cubic Metre | |
| 12 | 12 | Providing FILTER MEDIA 600mm thick behind abutments and returns using filter material with 53mm to 5.6mm metal confirming to CI of MORT&H/2001 well packed with smaller size towards the soil and bigger size towards the wall including cost of conveyance to works site including all other incidental charges etc., complete. | 13.21 | Cubic Metre | |
| 13 | 13 | Filling behind Abutment and Wings with clean gritty Gravel of Ø value not less than 350 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 standard specifications. | 6.52 | Cubic Metre | |
| 14 | 14 | Providing and fixing PVC Expansion joint in between Deck Slab over abutment and pire as shown in the drawing including cost and conveyance of Expansion joint Shalimar pad and joint sealent etc.,complete. | 10.2 | Running Metre | |
| 15 | 15 | Vibrated cement concrete M20 using 40mm ISS graded hard broken granite metal including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting, laying, curing concrete and working on heights, hire charges for all tools and plants and incidental charges etc., complete as per relevant specification for Base Course Below Approach Slab. | 2.4 | Cubic Metre | |
| 16 | 16 | Vibrated Reinforced cement concrete of M30 (design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and using cement at site but excluding cost and fabrication of steel but including labour charges for mixing, laying, vibrating, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant specification for Approach Slab. | 5.25 | Cubic Metre | |
| 17 | 17 | Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm IRC sized hard granite metal including cost and conveyance of all materials to site, cost of premoulded expansion joints and fixing the same in position including cost and labour charges for laying compacting curing including all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab and Approach slab. | 49.5 | Square Metre | |
| 18 | 18 | Vibrated Reinforced cement concrete M40 (Design mix) using 20mm ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification for Crashbarrier Over Deck Slab-1RM (For Estimate Purpose,mix 1:1.5:3). | 7.27 | Cubic Metre | |
| 19 | 19 | Vibrated cement concrete M20 using 40mm ISS graded hard broken granite metal including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting, laying, curing concrete and working on heights, hire charges for all tools and plants and incidental charges etc., complete as per relevant specification for PCC Parapets over Wings | 4.41 | Cubic Metre | |
| 20 | 20 | Providing and fixing of Galvanised iron 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 at least 600mm beyond the bottom of desk slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per standard specifications | 4 | Nos. | |
| 21 | 21 | 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. | 3.804 | MT. | |
| 22 | 22 | Supply and fabrication of Fe-240 Mild steel grade I 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 as per section 2706 of MORT&H Specifications (Fifth Revision - 2013) | 0.356 | MT. | |
| 23 | 23 | II. Cosntruction of Retaining wall\n\nEarthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam where ever necessary for foundation of culvert as per SS20B and MoRTH Specification Cl. 2903. | 89.9 | Cubic Metre | |
| 24 | 24 | Vibrated Cement Concrete M20 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, including hire and fuel charges for all tools and plants engaged, finishing and curing, Tools and plants and other incidental charges such as baling out water whereever necessary forming protective bunds, coffer dams., etc complete for foundation of body wall and MoRTH Specification Cl. 1000, 1500, 1700 & 2908.for below sill level. | 70.7 | Cubic Metre | |
| 25 | 25 | Vibrated Cement Concrete M20 nominal mix 1:2 :4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, including hire and fuel charges for all tools and plants engaged, finishing and curing, tools and plants and other incidental charges such as baling out water wherever necessary forming protective bunds, coffer dams etc., complete for foundation of body wall and MoRTH Specification Cl. 1000, 1500, 1700 & 2908 for Above sill level. | 104.9 | Cubic Metre | |
| 26 | 26 | Providing and fixing PVC seepage pipes of 110mm dia 4kg/cm2 of required lengths for abutments wings including cost and conveyance of all materials to worksite and labour charges for fixing , including fixing charges etc, complete to drain the backfill as per standard specifications. | 70 | Nos. | |
| 27 | 73 | Calculation of SubTotal, GST and Total carried out by system automatically | |||
| 28 | 90.1 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 29 | 90.2 | GST 12% for above SubTotal Amount | 1 | gst |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
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CompletedTender Documents
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