Construction I/C Metalling And Blacktopping Of A Road From Umta To Umsaw Nongbri ( 14 . 00 Km ) ( Mg/04/02/23 ) Upgradation Construction I/C Mbt
Tender Value
5.83 Crore
Estimated cost
Bid Submission
15 Nov 2019
0 days left
EMD
11.67 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Umta → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Metalling And Blacktopping Of A Road From Umta To Umsaw Nongbri ( 14 . 00 Km ) ( Mg/04/02/23 ) Upgradation Construction I/C Mbt
BOQ
| Name of Work: Construction i/c Metalling and Blacktopping of a road from Umta to Umsaw Nongbri (L= 14.00Km) - Upgradation | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of Flexible Pavements : | |||
| 2 | 1.01 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 \n(I)By Manual Mean (A) Bituminous Courses | 772.15 | Cum | |
| 3 | 2 | Water Bound Macadam Sub-base/Base: WBM Grading 2 Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause.405 | |||
| 4 | 2.01 | (1) Grading - 3 (A) By manual Means | 4267.81 | Cum | |
| 5 | 3 | Bituminous work | |||
| 6 | 3.01 | Prime Coat: (i) Low porosity: Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per technical Clause 502. | 56903.5 | Sqm | |
| 7 | 3.02 | Tack Coat: (III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503. | 56903.5 | Sqm | |
| 8 | 3.03 | 20mm thick Open-Graded Premixed Carpet using Bituminous Emulsion as per Technical Specification clause 508.2: 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 | 56903.5 | Sqm | |
| 9 | 3.04 | Seal Coat: Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.\nA. By Manual Means Case - I : Type C | 56903.5 | Sqm | |
| 10 | 4 | Construction of sub-grade and earthen shoulder: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m.. (For earthen shoulder) | 10996.6 | Cum | |
| 11 | 5 | Providing and fixing 'Logo' of PMGSY: Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | |||
| 12 | 5.01 | (i) Citizen Informatory Board of PMGSY (As per SOR of 2015-16) | 1 | Nos. | |
| 13 | 5.02 | (ii) Title Informatory Board of PMGSY (As per SOR of 2015-16) | 1 | Nos. | |
| 14 | 5.03 | (iii) Providing & fixing Logo of PMGSY (As per SOR of 2015-16) | 1 | Nos. | |
| 15 | 5.04 | (iv) Logo Board at every 2 Km (As per SOR of 2015-16) | 5 | Nos. | |
| 16 | 6 | Providing and fixing Maintenance Board : \nProviding and fixing of typical PMGSY Maintenance informatory sign board with logo as per MORD specifications and drawing. One Single MS Plates of 1.6mm thick welded with MS angle iron frame of 25mm x 25mm x 5mm will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm, 750 mm below ground level. All M.S will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Nos. | |
| 17 | 7 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work\nPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | 4200 | Sqm | |
| 18 | 8 | 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 exceeding 0.9 sqm supported on GI pipe 50 mm dia. 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 approved drawing and Technical Specification Clause 1701 | 6.48 | Sqm | |
| 19 | 9 | Providing and erecting cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle 75mm x 75mm x 6 mm dia. 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 approved drawing and Technical Specification Clause 801 | |||
| 20 | 9.01 | (i) 600mm Equilateral triangle Left turn on sharp curve | 25 | Each | |
| 21 | 9.02 | (ii) 600mm Equilateral triangle Right turn on sharp curve | 26 | Each | |
| 22 | 9.03 | (iii) 800mmx600 mm rectangilar (At Bridge point ) | 4 | Each | |
| 23 | 9.04 | (iv) 800mmx600 mm rectangilar (At School ) | 5 | Each | |
| 24 | 9.05 | (v) 600mm circular (Horn Blowing ) | 12 | Each | |
| 25 | 10 | Kilometre Stone : Reinforced cement concrete M15 grade kilometre 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 1730 | |||
| 26 | 10.01 | (i) 5th Kilometre Stone (Precast) | 2 | Each | |
| 27 | 10.02 | (ii) Ordinary Kilometre stone (Precast) | 15 | Each | |
| 28 | 10.03 | (iii) 200 m stone (Precast) | 56 | Each | |
| 29 | 11 | Protection Work: Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 | |||
| 30 | 11.01 | (i) Earthwork in excavation for structure | 786.35 | Cum | |
| 31 | 11.02 | (ii) Stone masonry in cement mortar 1:5 | 565.215 | Cum | |
| 32 | 11.03 | (iii) Dry Stone for CR masonry 1st sort | 536.177 | Cum | |
| 33 | 11.04 | (iv) Plastering with cement (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 968.48 | Sqm | |
| 34 | 12 | Construction of Unlined surface drain: Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means | 3863.3 | Cum | |
| 35 | 13 | Construction of CC Line Drain M10 (1:3:6): | |||
| 36 | 13.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side (c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth | 558 | Cum | |
| 37 | 13.02 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 139.5 | Cum | |
| 38 | 13.03 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. PCC Grade M10 Nominal Mix (1: 3: 6) | 204.6 | Cum | |
| 39 | 13.04 | Cement plaster 15 mm thick 1:4 on stone masonry | 1116 | Sqm | |
| 40 | 14 | Routine Maintenance: | |||
| 41 | 14.01 | Maintenance in the 1st year | 14 | Km | |
| 42 | 14.02 | Maintenance in the 2nd year | 14 | Km | |
| 43 | 14.03 | Maintenance in the 3rd year | 14 | Km | |
| 44 | 14.04 | Maintenance in the 4th year | 14 | Km | |
| 45 | 14.05 | Maintenance in the 5th year | 14 | Km |
AI Tender Summary
Tender Timeline
Nov 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 15, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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