Construction Of 19.75 Mtrs Span Rcc-T-Beam Bridge Over Surah Khad In Gp Murhag At Rd 3/550 Sh- C/O Sub- Structure, Super Structure And Approaches
Tender Value
1 Crore
Estimated cost
Bid Submission
31 Aug 2022
0 days left
EMD
2.01 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
janjehli → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 19.75 Mtrs Span Rcc-T-Beam Bridge Over Surah Khad In Gp Murhag At Rd 3/550 Sh- C/O Sub- Structure, Super Structure And Approaches
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation of foundation of structure as per drawing and technical specification including setting out construction of shoring and bracing removal of slumps and other deleterious matter dressing of sides and bottom back filing the excavation earth to the extent required and utilising the remaining earth locally for road work including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, (one point five metre) transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300-2, with a lead up to 1000 metre(one thousand metre) as per technical Specification Clause 301.5. including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 3 | Preparation of Sub grade By dressing to camber. (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil.) complete as per H.P.P.W.D. Specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 4 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub grade.complete as per H.P.P.W.D. Specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 5 | Providing and laying concrete for plain/reinforced concrete in open foundations completein cement concrete 1:3:6 (one cement: three sand : six graded stone aggregate 40mm (fourty millimetre) nominal size) mechanically mixed placed in foundation and compacted by vibrator including 14 daysincluding carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 6 | Providing and laying cement concrete 1:4:8 (one cement: four sand : eight graded stone aggregate 40mm (fourty millimetre) nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803,1202 and 1203 including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. |
| 7 | Providing concrete for plain / reinforced concrete inopen foundation P.C.C. 1:6:12 (one cement :Three sand : six graded stone aggregate 40 mm. (fourty millimetre) nominal size complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 8 | Furnishing and placing Reinforced/Prestressed cement concrete (M-25) in superstructurefor box girderas per drawing and Technical specifications clause 1500,1600&1700 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 9 | Plain/Reinforced cement concrete M-30 in substructure complete as per drawing and technical specifications (using concrete mixer) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 10 | Plain/Reinforced cement concrete approach slab in M-30 grade including reinforcement and form work complete as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 11 | Plain/Reinforced cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 12 | Providing and fixing Drainage Spouts complete as per drawing and Technical specification including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 13 | Strip seal expansion joint(Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, (seventy millimetre) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation).including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 14 | Carrying out load test of superstructure as directed including all necessary materials plant equipment instruments labor and arrangements for test as directed in all leads and lifts as per the direction of Engineer-in-charge. |
| 15 | Plain/Reinforced cement concrete M-45 in substructure complete as per drawing and technical specifications (using concrete mixer) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 16 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation & substructurecomplete as per drawings and technical specifications.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 17 | Supplying, fitting and placing HYSD Bars reinforcement in superstructurecomplete as per drawing and technical specifications.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 18 | Construction of precast RCC Railing of M-30 grade, aggregate size not exceeding 12mm, (twelve millimetre) true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000mm, (two thousand millimetre) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 19 | Back filling behind abutments, wing wall and return wall complete as per drawing and technical specifications (Granular Material) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 20 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83(Pt.-II) section IX and clause 2005 of Morth specifications complete including all accessories as per drawing and technical Specification.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 21 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (one hundred millimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 22 | Providing and laying filter media behind retaining and breast walls complete as per drawing & technical specification clause.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 23 | Providing and laying Cement Concrete 1:5:10 (one cement: five sand: ten graded, crushed/ broken stone aggregate 40 mm (fourty millimetre) nominal size) with 15% plum the size of plum should be 150 to 300 mm (one hundred fifty to three hundred millimetre) and curing complete including cost of form work with steel plates and filled by bitumen drum in dressiest as per drawing and H.P.P.W.D. specifications. In Parapets ( Size of Parapet = 1.85m x0.45m x 0.60 m)(one hundred eighty five into zero point fourty five into zero point sixty millimetre)and two drum including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 24 | Providing, laying, spreading and compacting stone aggregate 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 screning / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. 90 mm to 40 mm (ninety millimetre to fourty millimetre) size including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 25 | Providing, laying, spreading and compacting stone aggregate 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 screning / binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 63 mm to 40 mm (ninety millimetre to fourty millimetre) size including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 26 | Providing, laying, spreading and compacting stone aggregate 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 as per Technical Specification Clause 405, 50 mm to 25 mm (fifty millimetre to twenty five millimetre) including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 27 | Providing and applying priming coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including clearing the road surface and spraying primer at the rate of 0.70 - 1.00 kg per sqm (zero point seventy -one killogram per square metre) using mechanical means as per Technical specification Clause 502. including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 28 | Providing and applying Tack coat with Bitumen Emulsion (RS-1) on prepared surface of granular base including clearing the road surface and spraying primer at the rate of 0.25 - 0.30 kg per sqm (zero point twenty five - zero point thirty killogram per square metre) using mechanical means as per Technical specification Clause 503. including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 29 | 20 mm (twenty millimetre) thick open graded Premix Carpet using Bituminous (S-90) penetration grade Binder Providing, laying and rolling of open graded premix carpet of 20 mm (twenty millimetre)thickness composed of 13.2 mm to 5.6 mm (thirteen point two millimetre to five point six millimetre) aggregates using penetration grade bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared surface / base including mixing in suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grade to be followed by seal coat of either type A or Type B or Type Cas per Technical Specification clause 508.including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 30 | Providing and laying (Bitumen S -90) 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 including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
| 31 | Construction of V Shape Drain with CC 1:3:6 (one cement: three sand: six crushed hard stone aggregate) Size of Drain is 0.45x0.25 (zero point fourty five into zero point twenty five) having 10 cm (ten centimetre) thick in Cement Concrete 1:3:6mix (one cement: three sand: six crushed hard stone aggregate 20mm (twenty millimeter) nominal size), mechanically mixed placed in foundation compacted by vibration and curing complete ensuring non-segregation conforming as per section 2100 of HPPWDspecification including the cost of form work and hauling of materials and machinery in all leads and lifts by all modes of transportation In V-shape Drains including carriage of materials with in all leads, lifts and other incidentals asperthe directions of Engineer-in-Charge . |
AI Tender Summary
Tender Timeline
Aug 25, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 31, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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