Tender For Civil Works - Roads Work -Shivaydih Village To Rajpur Murhan Path ( Block-Sabour ) Length - 6 . 687 Km
Tender Value
5.08 Crore
Estimated cost
Bid Submission
23 Nov 2019
0 days left
EMD
10.16 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
Kahalgaon → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Shivaydih Village To Rajpur Murhan Path ( Block-Sabour ) Length - 6 . 687 Km
BOQ
| Name of Work: SHIVAYDIH VILLAGE to RAJPUR MURHAN PATH (BLOCK-SABOUR) Length - 6.687 Km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 6.687 | Km | |
| 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 | 2.34 | Ha | |
| 3 | 3 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. | 2 | Cum | |
| 4 | 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 2 | Cum | |
| 5 | 5 | 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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).1000 M Lead | 29780.7 | Cum | |
| 6 | 6 | For 100 m lead @ 20% | 7445.18 | Cum | |
| 7 | 7 | Construction of Subgrade and Earthen Shoulders:-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. | 3198.61 | Cum | |
| 8 | 8 | Construction of Gravel/Soil-aggregate base by providing well graded material, spreading in uniform layers with motor pn prepared suface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 402. | 355.79 | Cum | |
| 9 | 9 | 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. | 336.27 | Cum | |
| 10 | 10 | 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. | 637.5 | Cum | |
| 11 | 11 | 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 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 18432.7 | Sqm | |
| 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. | 18433 | Sqm | |
| 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 | 18432.7 | Sqm | |
| 14 | 14 | 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. | 1071.77 | Cum | |
| 15 | 15 | Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501. | 1143.22 | Cum | |
| 16 | 16 | 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 | 1868 | Sqm | |
| 17 | 17 | 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. | |||
| 18 | 18 | i) 5th km stone | 2 | No. | |
| 19 | 19 | i) Km stone | 8 | No. | |
| 20 | 20 | ii) 200 m stone | 24 | No. | |
| 21 | 21 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. | |||
| 22 | 22 | 600 mm equilateral & triangle, | 27 | No. | |
| 23 | 23 | 600 mm circular , | 17 | No | |
| 24 | 24 | 800 mm x 600 mm rectangular, | 27 | No | |
| 25 | 25 | 600 mm x 450 mm rectangular, | 17 | No | |
| 26 | 26 | 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. | |||
| 27 | 27 | Road Marking On BT | 963.8 | Sqm | |
| 28 | 28 | Road Marking On CC | 373.6 | Sqm | |
| 29 | 29 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 | 27 | No. | |
| 30 | 30 | 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 | 3 | No. | |
| 31 | 31 | RCC CULVERT 5.00*2.00 | |||
| 32 | 32 | Earth work in excavation of foundation trenches :-- 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. | 229.92 | Cum | |
| 33 | 33 | Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 . | 10.41 | Cum | |
| 34 | 34 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 72.15 | Cum | |
| 35 | 35 | Brick Masonary in C.M.(1:4) in Foundation :-- Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 342 | Cum | |
| 36 | 36 | Brick Masonary in C.M.(1:4) in Sub Structure :-- Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 164.1 | Cum | |
| 37 | 37 | Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 14.4 | Cum | |
| 38 | 38 | Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete. | 50.85 | Sqm | |
| 39 | 39 | Providing RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 | 55.74 | Cum | |
| 40 | 40 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 6.525 | MT | |
| 41 | 41 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 45 | RM | |
| 42 | 42 | Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 18.72 | Cum | |
| 43 | 43 | Plastering with cement mortar (1:4) :-- Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 338.55 | Sqm | |
| 44 | 44 | Providing 1.5 mm thick neat cement punning:--Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 127.68 | Sqm | |
| 45 | 45 | Providing weep holes in abutement :-- Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing | 108 | Nos | |
| 46 | 46 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 18.72 | Cum | |
| 47 | 47 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 78 | M | |
| 48 | 48 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 130.56 | Sqm | |
| 49 | 49 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 5497.8 | Cum | |
| 50 | 50 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 1374.45 | Cum | |
| 51 | 51 | Planting of Tress and Their maintenance for 1 year planting of Tree by the road side in 0.60m dia hole 1 m deep does in the ground mixing the soil by decayed farm / fludge manure planting etc. | 334 | Cum | |
| 52 | 52 | TOTAL CONSTRUCTION COST | |||
| 53 | 53 | ADD GST 12% | 1 | Rs. | |
| 54 | 54 | ADD LC 1% | 1 | Rs. | |
| 55 | 55 | 1st Year Maintenance cost | 1 | Year | |
| 56 | 56 | 2nd Year Maintenance cost | 1 | Year | |
| 57 | 57 | 3rd Year Maintenance cost | 1 | Year | |
| 58 | 58 | 4th Year Maintenance cost | 1 | Year | |
| 59 | 59 | 5th Year Maintenance cost | 1 | Year | |
| 60 | 60 | TOTAL MAINTENANCE COST | |||
| 61 | 61 | ADD GST 12% | 1 | Rs. | |
| 62 | 62 | ADD LC 1% | 1 | Rs. |
AI Tender Summary
Tender Timeline
Nov 15, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 25, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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