Reconstruction Of Majergaon Sastapara Road ( Pmgsy ) Under Sopd-G For The Year 2019-20 , Bilasipara East Lac . Sopd ( G ) _Wac_27 Reconstruction Of Majergaon Sastapara Road ( Pmgsy ) Under Sopd-G For The Year 2019-20 , Bilasipara East Lac .
Tender Value
53.65 Lakhs
Estimated cost
Bid Submission
11 May 2020
0 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bilasipara → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Reconstruction Of Majergaon Sastapara Road ( Pmgsy ) Under Sopd-G For The Year 2019-20 , Bilasipara East Lac . Sopd ( G ) _Wac_27 Reconstruction Of Majergaon Sastapara Road ( Pmgsy ) Under Sopd-G For The Year 2019-20 , Bilasipara East Lac .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Apr-2020 | Extension | Date | 20-Apr-2020 |
| 2 | 19-Apr-2020 | Time Extension | Date | 11-May-2020 |
BOQ
| Name of Work: Reconstruction of Majergaon Sastapara Road (PMGSY) under SOPD-G for the year 2019-20, Bilasipara East LAC. Package No. SOPD(G)_WAC_27. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. By manual Means. In area of non- throny jungle . | 0.33 | Hect | |
| 2 | 2 | Construction of embankment with approved materials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet equirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land. | 1789.07 | Cum | |
| 3 | 3 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrowed pits, with, all lefts& leads transporting to site, spreading, grading to required slope and compacting ‘to meet the requirement of table 300-2 Private Land. | 1310.4 | Cum | |
| 4 | 4 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 960 | Sqm | |
| 5 | 5 | Construction of granular sub-base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel rollerto achieve the desired densityt, as per Technial Specification Clause 401. \n(II) For grading II Meterials. | 41.63 | Cum | |
| 6 | 6 | Providing ,laying ,spreading & compacting stone aggregate of specific size to water bound macadam specification including uniform thickness ,hand packing, rolling with three wheel roller 80-100KNstatic roller in stages to proper grade and camber , applying and brooming, crushable screening to fill-up interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.\nWBM Grading-2, Manual Means | 28.13 | Cum | |
| 7 | 7 | Providing ,laying ,spreading & compacting stone aggregate of specific size to water bound macadam specification including uniform thickness ,hand packing, rolling with three wheel roller 80-100KNstatic roller in stages to proper grade and camber , applying and brooming, crushable screening to fill-up interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.\nWBM Grading-3, Manual Means | 70.31 | Cum | |
| 8 | 8 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. | 937.5 | Sqm | |
| 9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5625 | Sqm | |
| 10 | 10 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means, (i) Bitumen(S-90) | 5625 | Sqm | |
| 11 | 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. (A) Case - I By Manual Means, (i) Bitumen(S-90) | 5625 | Sqm | |
| 12 | 12 | Kilometer Stone\nReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometer Stone (Precast) | 2 | Each | |
| 13 | 13 | Kilometer Stone\nReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc as per drawing and Technical Specification Clause 1703.ii) 200 m Kilometer Stone (Precast) | 6 | Each | |
| 14 | 14 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 (i) 600mm equilateral triangle | 6 | Each | |
| 15 | 15 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 (i) 600mm Circular | 4 | Each | |
| 16 | 16 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 (i) 800mm X 600mm rectangular. | 2 | Each | |
| 17 | 17 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.08 | Sqm | |
| 18 | 18 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 59 | Each | |
| 19 | 19 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 583.73 | Cum | |
| 20 | 20 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. | 13.92 | Cum | |
| 21 | 21 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Sand filling | 22.5 | Cum | |
| 22 | 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With Crushed Stone. RCC Grade M 25. For height upto 5 m. | 58.95 | Cum | |
| 23 | 23 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. | 2.93 | t | |
| 24 | 24 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 16 | Nos | |
| 25 | 25 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Sandy material. | 121.18 | Cum | |
| 26 | 26 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 13.46 | Cum | |
| 27 | 27 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. With crushed stone. R.C.C grade M 25. Height upto 5M. | 10.84 | Cum | |
| 28 | 28 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 0.62 | MT | |
| 29 | 29 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. With crushed stone | 1.88 | Cum | |
| 30 | 30 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 19.6 | Rm | |
| 31 | 31 | Drainage spouts complete as per drawing and technical specifications Clause 1209. | 2 | Nos | |
| 32 | 32 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211. With Natural Gravel. Mix (1:2.5:5). | 6.12 | Cum | |
| 33 | 33 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211. With crushed stone. | 12.24 | Cum | |
| 34 | 34 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. | 209.88 | Cum | |
| 35 | 35 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder. | 84.42 | Cum | |
| 36 | 36 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 41.96 | Cum |
AI Tender Summary
Tender Timeline
Apr 19, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 20, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 11, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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