Construction I/C Metalling And Blacktopping Of A Road From Patharlyndan To Sohdadek ( 5 . 60 Km ) ( Mg/07/01/104 ) Stage Ii Construction I/C Mbt
Tender Value
3.09 Crore
Estimated cost
Bid Submission
15 Nov 2019
0 days left
EMD
6.18 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patharlyndan → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Metalling And Blacktopping Of A Road From Patharlyndan To Sohdadek ( 5 . 60 Km ) ( Mg/07/01/104 ) Stage Ii Construction I/C Mbt
BOQ
| Name of Work: Construction of a road from Patharlyndan to Sohdadek (L=5.60Km) - Stage II (Metalling and Blacktopping) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SITE CLEARENCE | |||
| 2 | 1.01 | Clearing and Grubbing road land by mechanical means including uprooting rank vegetation, grass, bushes, shrubs saplings and trees of girth upto 300 mm, removal of stumps and stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable material with all lead up to 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. | 0.94 | Hac. | |
| 3 | 2 | DISMANTLING OF FLEXIBLE PAVEMENTS | |||
| 4 | 2.01 | 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 - (i) By Manual Means (A) Bituminous Course | 420 | cum | |
| 5 | 3 | BASE AND SUB-BASE | |||
| 6 | 3.01 | WBM Grade 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 | 1602 | Cum | |
| 7 | 3.02 | WBM Grade 3- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 1602 | Cum | |
| 8 | 4 | Bituminous Work | |||
| 9 | 4.01 | Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification | 21360 | Sqm | |
| 10 | 4.02 | Tack Coat- 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. | 21360 | Sqm | |
| 11 | 4.03 | OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, 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. | 21360 | Sqm | |
| 12 | 4.04 | Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 | 21360 | Sqm | |
| 13 | 5 | CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 16 nos. | |||
| 14 | 5.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 1270.08 | Cum | |
| 15 | 5.02 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 55.04 | Cum | |
| 16 | 5.03 | RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 427.84 | Cum | |
| 17 | 5.04 | Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 100 | m | |
| 18 | 5.05 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc. | 86.4 | Cum | |
| 19 | 5.06 | Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 13.488 | Cum | |
| 20 | 5.07 | Laying GSB material below pipe | 30.72 | Cum | |
| 21 | 5.08 | Backfilling in foundation trenches as per drawing and technical specification Clause 1108 | 36.96 | Cum | |
| 22 | 5.09 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 38.4 | Sqm | |
| 23 | 6 | CROSS DRAINAGE WORKS: REPAIRING INCLUDING CLEANING of CROSS DRAINAGE WORKS = 16 nos. | |||
| 24 | 6.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 161.6 | cum | |
| 25 | 6.02 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 21.92 | cum | |
| 26 | 6.03 | RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 39.52 | cum | |
| 27 | 6.04 | Maintenance of Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 | 48 | nos. | |
| 28 | 6.05 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 38.4 | Sqm | |
| 29 | 7 | DRAINAGE WORKS : LINED DRAIN =380 m | |||
| 30 | 7.01 | 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 sides and bottom and backfilling in trenches with excavated suitable material. | 171 | cum | |
| 31 | 7.02 | Providing (M-15) for plain concrete complete as per drawing and technical specification | 89.034 | cum | |
| 32 | 7.03 | Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses | 593.218 | Sqm | |
| 33 | 8 | DRAINAGE WORKS : UNLINED DRAIN =5220 m | |||
| 34 | 8.01 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. | 5220 | m | |
| 35 | 9 | ROAD FURNITURE WORKS | |||
| 36 | 9.01 | Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. \nLogo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06) | 1 | nos. | |
| 37 | 9.02 | Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06) | 2 | nos. | |
| 38 | 9.03 | Maintanance Board | 1 | nos. | |
| 39 | 9.04 | Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm s | 1 | nos. | |
| 40 | 9.05 | Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification | 1 | nos. | |
| 41 | 9.06 | Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specifacation | 5 | nos. | |
| 42 | 9.07 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification | 23 | nos. | |
| 43 | 10 | ROAD SAFETY AND TRAFFIC SIGN WORKS | |||
| 44 | 10.01 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm \n600 mm Equilaterial Triangle | 50 | nos. | |
| 45 | 10.02 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm \n600 mm Circular | 24 | nos. | |
| 46 | 10.03 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm \n600 mm Square | 4 | nos. | |
| 47 | 10.04 | Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.\n(Ref. Annexure 18.1) | 2 | nos. | |
| 48 | 11 | Five Years Maintenance | |||
| 49 | 11.01 | Ist Year | 5.6 | per Km | |
| 50 | 11.02 | IInd Year | 5.6 | per Km | |
| 51 | 11.03 | IIIrd Year | 5.6 | per Km | |
| 52 | 11.04 | IVth Year | 5.6 | per Km | |
| 53 | 11.05 | Vth Year | 5.6 | per 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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