tender for Fdr To Chhadvel Amkhel Bramhanwel Dahivel Road Sh-7 Km.54/00 To 76/850 Tal.Sakri Dist.Dhule
Tender Value
1.06 Crore
Estimated cost
Bid Submission
11 Oct 2021
0 days left
EMD
1.06 Lakhs
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sakri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Fdr To Chhadvel Amkhel Bramhanwel Dahivel Road Sh-7 Km.54/00 To 76/850 Tal.Sakri Dist.Dhule
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. |
| 2 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means) |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 4 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 5 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 6 | Dewatering on Brake Horse Power basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of theworks and pumping out water during and after excavation as may be required by using 10.0 to 19.0 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 7 | Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap/ granite/ quartzite/ gneiss metalin foundationincluding necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) |
| 8 | Providing and laying in situ / ready mix Mix-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in followinh manners(a) Height upto 5 Metre (With Concrete Mixer)With fine agreegates of required specifications ( Verticle Shaft Impactor sand finely washed etc )i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise. |
| 9 | Providing and laying in situ / ready mix controlled Mix-25 cement concrete ofof trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in cement mortar 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer). with fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc) |
| 10 | Providing and laying in situ / ready mix Mix-25 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and boxreturns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( Verticle Shaft Impactor sand finely washed etc ) a) Reinforced Cement Concrete work ofBallast walls and Kerb |
| 11 | Providing andlaying in situ / ready mix Mix-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centeringand finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc)i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise. |
| 12 | Providing tar paper bearing including laying in proper position etc. complete. |
| 13 | Providing expansion joints with 25 milimetre thickbituminous pad as perdetailed drawings etc. complete. |
| 14 | Providing and laying in situ / ready mix Mix-20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and boxreturns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( Verticle Shaft Impactor sand finely washed etc ) a) Reinforced Cement Concrete work ofBallast walls and Kerb |
| 15 | Providing and laying in situ / ready mix Mix-30 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8 centimetre thick including compacting, finishing, curing andfilling in joints with bitumen etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc ) |
| 16 | Providing, cutting, bending, hooking, tyingand laying in position Thermo Mechanical Tested FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete. |
| 17 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry Of Roads Transports and Highway specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. |
| 18 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 19 | Providing railing of mild steel angle post 2.0 metre center to center of section 75 milimetre x 75 milimetre x 10 milimetre or equivalent I/C section of height 1.05 above bridge surface withminimum anchor length of 30 centimetre including hold fast of 25 milimetre diameter Mild Steel bar welded at the bottom and concreting of 1:3:6 of size 30 centimetre x 30 centimetre x 30 centimetre with three rows of 40 milimetre B class Galvanised Iron pipe provided at 30 centimetre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 20 | Providing and laying weep holes of 100 milimetre diameter Polynvinyl Cloride pipes as per drawing for abutment returns, return walls etc. Complete. |
| 21 | Providing 100 milimetre diameter Galvanised Iron water spouts as per detaileddrawings in Reinforced Cement Concrete slab and wearing surface / kerb etc. complete. |
| 22 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 23 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete. (Material obtained from Other sources) |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller to the requireddensity. By Mechanical Means - Grading I (Using Screening Type A (13.2) milimetre Aggregate) |
| 25 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill upthe interstices of coarse aggregate, watering and compacting with vibratory roller to the requireddensity. By Mechanical Means - Grading II(Using Screening Type B (11.2milimetre) Aggregate) |
| 26 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 milimetre compactedthickness with 3.3% using specified grade of Bitumen. -- USING Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 27 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compactionfor 40 milimetre compacted thickness with specified grade of Bitumen,including prime / tack coat. For Bitumen of specified grade -- USINGBatchmixtype hotmix plant with Supervisory Control and Data Acquisition,Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are consideredto arrive at rates) |
| 28 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 29 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. |
| 30 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 31 | Providing and fixing of retro-reflectorised informatory sign board rectangular/ Square in shape having area greater than 0.9 square meter made out of 2 milimetre aluminum sheet bonded with white retro reflective sheeting of Class B (Type IVHigh intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, borderand back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3, supported with back support frame 25 milimetre x 25 milimetre x 3 milimetre, duly painted on back side with two coats of grey stove enamel paint and supported on two Number mild steel angle iron post 75 milimetre x 75 milimetre x 6 milimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with Mix-25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre below groundlevel as per approved drawing. The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 centimetre width including Galvanised Iron fixures and transportation etc.complete. The nut bolts of board with angle ironpost/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shallhave 7 years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and thiswarranty |
AI Tender Summary
Tender Timeline
Sep 17, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 11, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender