Remaining Work Of Sukhi Primary School To Kharka Bandh Road Remaining Work OfSukhi Primary School To Kharka Bandh Road
Tender Value
27.03 Lakhs
Estimated cost
Bid Submission
18 Aug 2020
0 days left
EMD
54070
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BELSAND → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Remaining Work Of Sukhi Primary School To Kharka Bandh Road Remaining Work Of Sukhi Primary School To Kharka Bandh Road
BOQ
| Name of Work: Sukhi Primary School TO Kharka bandh Road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars :- Providing & Fixing of Working benchmark Pillars 1 nos. per km & 4 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I(Including Royality & Labour Cess). Working Benchmark Pillars | 4 | Nos | |
| 2 | 2 | Dismainting of Reinforced Cement Concrete as per Tech. specification clause 202 | 50 | ha | |
| 3 | 3 | Removing of 600 mm dia Hume pipe as tech. specification clause 202.1 | 15 | m | |
| 4 | 4 | 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 per Technical Specification Clause 301.5 . (Including Royality & Labour Cess). For 100 m Lead Cum | 195.5 | Sqm | |
| 5 | 5 | For 1000 m Lead Cum | 48.86 | Cum | |
| 6 | 6 | Construction of Subgrade and Earthen Shoulders 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 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). 100 m lead | 1088.84 | Cum | |
| 7 | 7 | 1000 m Lead | 273.21 | Cum | |
| 8 | 8 | For Grading ll Material (By mix in place method ) :- 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.(Including Royality & Labour Cess). | 11.64 | Cum | |
| 9 | 9 | WBM Grading 2 (By Manual Means ) :- 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 18.55 | Cum | |
| 10 | 10 | WBM Grading 3 (By Manual Means ) :- 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. (Including Royality & Labour Cess | 177.87 | Cum | |
| 11 | 11 | Prime Coat (Low porosity) :- 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. (Including Royality & Labour Cess | 2371.5 | Cum | |
| 12 | 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 2371.5 | Cum | |
| 13 | 13 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 | 2371.5 | Cum | |
| 14 | 14 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement 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 Specification Clause 1501 | 29.07 | Cum | |
| 15 | 15 | Surface Drain In Soil (Mech. Means as Per Tech. Specification Clause 307 | 3792 | Cum | |
| 16 | 16 | PCC M-20 (In Drain) as Per Tech. Specification Clause 802. 803, 1202 | 6.02 | Cum | |
| 17 | 17 | Brick Soling (below line drain) Filling Joint With Local Sand as Per Tech. Specification Clause 412 | 88 | No | |
| 18 | 18 | Kilometre stone :- 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.(Including Royality & Labour Cess). i) 200 m stone | 3 | No | |
| 19 | 19 | Traffic sign :- Providing and fixing of semi 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. .(Including Royality & Labour Cess). a) 900 mm equilateral & triangle, | 1 | NOS | |
| 20 | 20 | 600 mm Circural | 1 | Nos | |
| 21 | 21 | 800 mm x 600 mm Rectangular | 2 | Nos | |
| 22 | 22 | 600 mm x 450 mm Rectangular | 1 | Nos | |
| 23 | 23 | 900 mm Side Octagon | 1 | Sqm | |
| 24 | 24 | (I)Providing and Fixing 'Logo' of PMGSY Project :- 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(Including Royality & Labour Cess). | 1 | Each | |
| 25 | 25 | Providing and Fixing 'Logo' of PMGSY Project (Logo board) | 1 | Nos | |
| 26 | 26 | Providing and Fixing 'Logo' of PMGSY Project (Citizen Board) | 2 | Cum | |
| 27 | 27 | 1% Labour | 1 | RS | |
| 28 | 28 | 12% GST | 1 | RS | |
| 29 | 29 | Add Seigniorage Cost Of Construction | 1 | RS | |
| 30 | 30 | Maintainance for 1st year | 1 | Year | |
| 31 | 31 | Maintainance for 2nd year | 1 | Year | |
| 32 | 32 | Maintainance for 3rd year | 1 | Year | |
| 33 | 33 | Maintainance for 4th year | 1 | Year | |
| 34 | 34 | Maintainance for 5th year | 1 | Year | |
| 35 | 35 | 1% Labour | 1 | RS | |
| 36 | 36 | 12% GST | 1 | RS | |
| 37 | 37 | Add Seigniorage Cost Of Maintainance | 1 | RS |
AI Tender Summary
Tender Timeline
Aug 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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