Tender For Civil Works - Roads Work -Budaila Pmgsy To Budaila Uttar Tola
Tender Value
91.82 Lakhs
Estimated cost
Bid Submission
12 Feb 2020
0 days left
EMD
1.83 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DUMRAON → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads Work -Budaila Pmgsy To Budaila Uttar Tola
BOQ
| Name of Work: BUDAILA PMGSY TO BUDAILA UTTAR TOLA (BLOCK-NAWANAGAR) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 6 | NO. | |
| 2 | 2 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 0.78 | Ha | |
| 3 | 3 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . | |||
| 4 | 4 | A) Upto 600 mm dia | 22.5 | Cum | |
| 5 | 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m. (RATE OF SUM OF 3.3 AND 3.5) | |||
| 6 | 6 | 80% of BALANCED QTY OF EARTHWORK | 1111.52 | Cum | |
| 7 | 7 | Excavation in cutting in soil by manual means for carrying of cut earth to Foundation | 1001.65 | Cum | |
| 8 | 8 | Box Cutting | |||
| 9 | 9 | i) Excavation in cutting in soil by manual means for carrying of cut earth to embankment site with a lift up to 1.5m lead upto 50m as per technical specification clause 302.3 | 37.43 | Cum | |
| 10 | 10 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . RATE TF SUM 302 & 305) | |||
| 11 | 11 | 20% Qty of Earthwork from 1 km Lead = | 277.88 | Cum | |
| 12 | 12 | Construction of Subgrade and Earthen Shoulders | |||
| 13 | 13 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1877.2 | Cum | |
| 14 | 14 | Granular Sub-base with Well Graded Material (Table 400.1) | |||
| 15 | 15 | ( By mix in place method ) | |||
| 16 | 16 | For Grading I Material | |||
| 17 | 17 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.. | 644.43 | Cum | |
| 18 | 18 | WBM Grading 3 ( By Mechanical Means ) | |||
| 19 | 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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. | 229.5 | Cum | |
| 20 | 20 | SUB HEAD : BITUMINOUS ITEMS | |||
| 21 | 21 | Prime Coat (Low porosity) | |||
| 22 | 22 | 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 3060 | Sqm | |
| 23 | 23 | Tack Coat | |||
| 24 | 24 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3060 | Sqm | |
| 25 | 25 | Mix Seal Surfacing ( Type B ) | |||
| 26 | 26 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | 3060 | Sqm | |
| 27 | 27 | SUB HEAD : CC PAVEMENT | |||
| 28 | 28 | Granular Sub-base below CC Pavement | |||
| 29 | 29 | For Grading I Material | |||
| 30 | 30 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 44.44 | Cum | |
| 31 | 31 | WBM Grading 3 ( By Mechanical Means ) | |||
| 32 | 32 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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. | 119.05 | Cum | |
| 33 | 33 | Cement Concrete Pavement | |||
| 34 | 34 | Construction of un-reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical | 253.98 | Cum | |
| 35 | 35 | BRICK SOLING ON THE EDGE OF CC PAVEMENT | |||
| 36 | 36 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 207.5 | Sqm | |
| 37 | 37 | SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN , MMGSY LOGO | |||
| 38 | 38 | Kilometre stone | |||
| 39 | 39 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | |||
| 40 | 40 | i) 5th km stone | |||
| 41 | 41 | i) Km stone | 3 | No. | |
| 42 | 42 | ii) 200 m stone | 5 | No. | |
| 43 | 43 | Traffic sign | |||
| 44 | 44 | Providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. | |||
| 45 | 45 | (i) 600 mm equilateral & triangle, OR | 5 | Nos | |
| 46 | 46 | (ii) 600 mm circular , OR | 6 | Nos | |
| 47 | 47 | (iii) 800 mm x 600 mm rectangular, OR | 5 | Nos | |
| 48 | 48 | (iv) 900 mm side octagon, OR | 2 | Nos | |
| 49 | 49 | (I)Providing and Fixing 'Logo' of MMGSY Project | |||
| 50 | 50 | Providing and fixing of typical MMGSY 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 | |||
| 51 | 51 | Providing and Fixing 'Logo' of Project As per Drawing | |||
| 52 | 52 | Citizan Information Board As per Drawing | |||
| 53 | 53 | Maintenance Informatroy Baord | |||
| 54 | 54 | Total Qty | 5 | No. | |
| 55 | 55 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | |||
| 56 | 56 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 160 | SQM | |
| 57 | 57 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface | |||
| 58 | 58 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 83 | SQM | |
| 59 | 59 | Provision of 300 mm dia hume pipe for irrigation purpose | |||
| 60 | 60 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification. | 7.59 | Cum | |
| 61 | 61 | Sand Filling in foundation Tenches as per drawing and technical specification. | 1.51 | Cum | |
| 62 | 62 | Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe\nsubject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.\n | 22.5 | Cum | |
| 63 | 63 | HUME PIPE CULVERT | |||
| 64 | 64 | Excavation for Structures | |||
| 65 | 65 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out const. of shoring and bracing, removal of stumps and other delitarious matter, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in treanches with excavated suitable material. | 109.87 | Cum | |
| 66 | 66 | Granular Sub-base bedding | |||
| 67 | 67 | Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method ) | 10.9 | Cum | |
| 68 | 68 | PCC grade M 15 in Head Wall Foundation | |||
| 69 | 69 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203. | 7.93 | Cum | |
| 70 | 70 | Head wall in CM 1:3 | |||
| 71 | 71 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 79.53 | Cum | |
| 72 | 72 | Providing and laying RCC pipe NP 3 | |||
| 73 | 73 | Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clauses 1106. | |||
| 74 | 74 | 1000 mm Pipe in Single Row | 22.5 | M | |
| 75 | 75 | 600 mm Pipe in Single Row | |||
| 76 | 76 | Pointing with CM 1:3 | |||
| 77 | 77 | Pointing with CM 1:3 on brickwork as per technical specification clause 613.4 | 95.93 | Sqm | |
| 78 | 78 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 61.92 | Sqm | |
| 79 | 79 | Back Filling in foundation | |||
| 80 | 80 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9 | 18.31 | Cum | |
| 81 | 81 | 1st Year Maintenance cost | 1 | Year | |
| 82 | 82 | 2nd Year Maintenance cost | 1 | Year | |
| 83 | 83 | 3rd Year Maintenance cost | 1 | Year | |
| 84 | 84 | 4th Year Maintenance cost | 1 | Year | |
| 85 | 85 | 5th Year Maintenance cost | 1 | Year | |
| 86 | 86 | Add GST @ 12% | 1 | RS | |
| 87 | 87 | Add Labour Cess @ 1% | 1 | RS | |
| 88 | 88 | Seigniorage Fee | 1 | RS |
AI Tender Summary
Tender Timeline
Feb 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2020
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