Construction And Maintenance Of Dy Road To Brahmin Putthi Package Up0864
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Feb 2021
0 days left
EMD
7.17 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DISTT. BAGPAT BLOCK BAGPAT → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Of Dy Road To Brahmin Putthi Package Up0864
BOQ
| Nature of Work: Construction and Maintenance Works of District : Baghpat Package No : UP0864 Name of Road : MRL08 DY road to brahminputhi Road , Road Length: 6.630 KM | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Description | |||
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means) | 5180 | Sqm | |
| 3 | 3 | 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 300.1 & 300.2 with lead upto 100 m. | 23108.9 | Cum | |
| 4 | 4 | Scraping old painted surface including disposal of all scrapped material to a distance of 30 meters (100ft.) as directed by Engineer-in-charge for small area for big area as per MORTH OR MORD & PWD specification No. 772. | 643.31 | Sqm | |
| 5 | 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) | 1325.4 | Cum | |
| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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. (WBM II) | 1667.15 | Cum | |
| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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 3 as per Technical Specification Clause 405. (WBM III) | 1638.82 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 21178.4 | Sqm | |
| 9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 22978.4 | Sqm | |
| 10 | 10 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits using penetration grade bitumen (VG-10) 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, as per Technical Specification Clause 508. (using Bitumen 80/100 grade) By Mechanical Means | 22978.4 | Sqm | |
| 11 | 11 | Providing and laying Seal Coat Type “B” (By Mechanical Means) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (using 80/100) | 22978.4 | Sqm | |
| 12 | 12 | Dismantling of old brick laid on edge Kharanja including stacking of old bricks etc complete. As per PWD Schedule rate Item No. 10.3 New item No. 3 | 1580 | KM | |
| 13 | 13 | Relaying 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 rolling (I) with old bricks / Relaying (As per PWD Schedule rate item No. 785) | 1106 | KM | |
| 14 | 14 | Dismantling of old CC Interlocking Tile including stacking of old bricks including all complete (As per Pwd Schedule rate new item no. 4) | 1137.5 | KM | |
| 15 | 15 | Relaying of old C.C. Interlocking Tile including laying of 4.00 Cm thick layer of sand below interlocking tile. As per PWD Schedule rate New Item 20 | 910 | KM | |
| 16 | 16 | Brick lining on both side of the road M--150 bricks 7.00 Cm wide and 11.00 Cm Deep laid with mud mortar including labour and supply of bricks finish to the required template and in proper alignment including all complete as per PWS SI no. 765 | 5.54 | KM | |
| 17 | 17 | M-150 Brick on edge pavment on pattries with bricks lain dry joints filled with local sand including prepration of base to proper slop, and its ramming, spreading laying of 1 cm, (3/8 inch.) depth of local sand over the subgrade and including supply of all material labour tools and plants etc. required to for proper completion of the work. as per PWD specification 20.16.1. As per PWD Item No. 763 | 2037 | Sqm | |
| 18 | 18 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm ISI mark I shaped with top layer of minimum 8 mm thick having plan dimension 200 x (160 +120) of OP cement smooth high glow finish, skid resistance, manufactured from ruber mould through vibro compresion machnism. The compressive strength of concrete paver block shall not be lees then 30Mpa (M-30) and waight 5kg per nos. comforming to IS 15658-2006. Over & including a 2.0 cm. thick layer of sand. (As per Pwd shedule new item no. 14) | 227.5 | Cum | |
| 19 | 19 | Construction of un-reinforced, doel jointed at expansion and construction joint only, plain ement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.22(1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse agrregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum cpacity and appropriate weigth batcher using approved mix design, laid in approved fixed side from work (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.\nrakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, 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, curing compound ( Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc (M-20). (Without Dowel bar) \nAs per PWD SOR New Item 9(1) | 407.63 | Cum | |
| 20 | 20 | 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. | 222.54 | Cum | |
| 21 | 21 | Providing concrete for plain/reinforced concrete Nominal Mix M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 32.35 | Cum | |
| 22 | 22 | Brick masonry work in cement mortar 1:4 in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | 158 | Cum | |
| 23 | 23 | Plastering with cement mortar 1:4, 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 439.3 | Sqm | |
| 24 | 24 | Providing concrete for plain/reinforced concrete Nominal Mix M20 (1:2:4) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 21.48 | Cum | |
| 25 | 25 | Plain/reinforced cement concrete R.C.C. M20 (1:2:4) in substructure complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 | 5.79 | Cum | |
| 26 | 26 | Plain/reinforced cement concrete R.C.C. M25 (1:2:4) in substructure complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 | 17.28 | Cum | |
| 27 | 27 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1000 & 1202 | 26.1 | Qtl | |
| 28 | 28 | Bedding of Pipe (Type - B) First class bedding. Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 21.19 | Cum | |
| 29 | 29 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 157.56 | Sqm | |
| 30 | 30 | Providing & Laying 350mm dia NP3 H.P. Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 105 | Rm | |
| 31 | 31 | Provision for water arrangement | 14 | Job | |
| 32 | 32 | Finishing wall with water proff cement paint of approved make and quality on new work with two coat to give and even shade including supply of all materials, labour, Tools & plant etc. required for proper completion the work. As per PWD Item No. 660. | 104 | Sqm | |
| 33 | 33 | 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 1703.\r\n5th Kilometer Stone (Precast) | 1 | No | |
| 34 | 34 | 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 1703.\r\nOrdinary Kilometer Stone (Precast) | 7 | Nos | |
| 35 | 35 | Reinforced cement concrete M15 grade hectometre 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.\r\n200 m Stone (Precast) | 28 | Nos | |
| 36 | 36 | Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications | 164 | Nos | |
| 37 | 37 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Aluminum sheeting fixed with encapsulated lens type reflective shuting of size including lettering and sign asper applicable 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 | 2 | Nos | |
| 38 | 38 | Providing and fixing of (900 mm equilateral triangle) retro-reflectorised 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 2 | Nos | |
| 39 | 39 | Providing and fixing of (600 mm equilateral triangle) retro-reflectorised 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 13 | Nos | |
| 40 | 40 | Providing and fixing of (600 mm Circular) retro-reflectorised 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 4 | Nos | |
| 41 | 41 | Providing and fixing of (800x600 mm Rectagular) retro-reflectorised 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 4 | Nos | |
| 42 | 42 | Providing and fixing of typical PMGSY Citizen information board of Aluminum sheeting fixed with encapsulated lens type reflective shuting of size including lettering and sign asper applicable . welded with M.S. flat 50mmX5mm size on 75mmX75mm MS squre tube of 12 SWG main frame. Vertical posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, below ground level. 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. | 2 | Nos |
AI Tender Summary
Tender Timeline
Jan 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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