Construction Of Majhola Bijti Sitarganj Rd Km 8 To 10 Via Keulara Hardaspur
Tender Value
4.55 Crore
Estimated cost
Bid Submission
15 Feb 2021
0 days left
EMD
10.15 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
PILIBHIT → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Majhola Bijti Sitarganj Rd Km 8 To 10 Via Keulara Hardaspur
BOQ
| Nature of Work: Construction and Maintenance Works of District : Pilibhit Under Package No : UP 56106 Name of Road : T-17 (Majhola Bijti Sitarganj rd Km 8 to 10 via Keulara Hardaspur) , Road Length: 8.50 KM | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. | 30000 | Sqm | |
| 2 | 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1268.33 | Cum | |
| 3 | 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 9492.6 | Sqm | |
| 4 | 4 | Construction of Level Pillar as per drawing attached with PVC pipe with filling CC in 1:3:6 including all tax and labours. | 172 | No | |
| 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 1000 m as per Technical Specification Clause 301.5 | 14376.3 | Cum | |
| 6 | 6 | Same as above item but for carted earth work | 652.52 | Cum | |
| 7 | 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1268.33 | Cum | |
| 8 | 8 | 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. | 6147.04 | Cum | |
| 9 | 9 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 2724.72 | Cum | |
| 10 | 10 | Providing, laying, spreading and compacting stone aggregates of (63 mm to 45 mm) 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. | 2443.77 | Cum | |
| 11 | 11 | Providing, laying, spreading and compacting stone aggregates of (53 mm to 22.4 mm )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 3 as per Technical Specification Clause 405. | 2394.52 | Cum | |
| 12 | 12 | 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 | 31927 | Sqm | |
| 13 | 13 | 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. | 31927 | Sqm | |
| 14 | 14 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 31927 | Sqm | |
| 15 | 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510(Type C Mannual Means Bitumen VG-10) | 31927 | Sqm | |
| 16 | 16 | Providing and laying of factory made 80 mm thick interlocking cement concrete tiles (30mpa)including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper completion of work as directed by Engineer- in Charge. | 679.96 | Sqm | |
| 17 | 17 | Brick edging on both sides of road in Ist class brick 8cm (3\") Cm (4½\") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. | 8.315 | Km | |
| 18 | 18 | 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 | 679 | Sqm | |
| 19 | 19 | 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.\n200 m Stone (Precast) | 34 | No | |
| 20 | 20 | 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.Ordinary Kilometer Stone (Precast) | 10 | No | |
| 21 | 21 | 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 1703.5th Kilometer Stone (Precast) | 1 | No | |
| 22 | 22 | Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle | 2 | No | |
| 23 | 23 | Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle | 3 | No | |
| 24 | 24 | Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle | 2 | No | |
| 25 | 25 | Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle | 2 | No | |
| 26 | 26 | Providing and fixing of Caution and Village sign board at point with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle | 42 | No | |
| 27 | 27 | Construction of RCC guide posts of 200 mm dia M-15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause | 70 | No | |
| 28 | 28 | White Zebra painting line over premix carpet for Rumble Stripps, and edge line along the road carriage way in full road length for both side for road safety purpose. | 82.2 | Sqm | |
| 29 | 29 | Supplying and installation of delionators (road way indicators, hazard markers, object marker 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80 ×100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing. (Rate as per PWD SOR). | 32 | No | |
| 30 | 30 | Providing cost of dewatering including cost of boaring, laying of 4\" dia PVC pipe, Hire charges of 7.50 KVA Desiel Pumping set, Hire Charge of PVC pipe & cost of 4\" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set. | 250 | Hrs | |
| 31 | 31 | 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 972.08 | Cum | |
| 32 | 32 | Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. | 174.2 | Cum | |
| 33 | 33 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | 497.45 | Cum | |
| 34 | 34 | Brick masonry work in 1:3 cement mortar in substructure / superstructure complete excepting pointing and plastering, as per drawing and technical specification clauses 600, 602, 603, 604, 900, 1202, 1204 & 1208.4 | 110.41 | Cum | |
| 35 | 35 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification clauses 613.3 and 1204 | 261.68 | Sqm | |
| 36 | 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204. | 14.61 | Cum | |
| 37 | 37 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | 34.21 | Cum | |
| 38 | 38 | Supplying fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | 2.24 | Qtl | |
| 39 | 39 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | 31.37 | Qtl | |
| 40 | 40 | Brick on edge flooring in 1:4 cement and Coarse sand & pointing in 1:2 with cement and C sand mortar including supply of all material labour T & P etc. for proper completition of work as per direction of Engineer Incharge. | 147.15 | Sqm | |
| 41 | 41 | Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 | 1573.58 | Sqm | |
| 42 | 42 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 88 | No | |
| 43 | 43 | Laying (type B first class) bedding on well compacted sand, moorum of approved granular material as per Clause 1105(ii) including cost of materials | 13.38 | Cum | |
| 44 | 44 | Brick masonry work in 1:4 cement mortar in foundation complete excepting pointing and plastering, as per drawing and technical specification clauses 600, 602, 603, 604, 900, 1202, 1204 & 1208.4 | 38.66 | Cum | |
| 45 | 45 | 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 | 296.65 | Sqm | |
| 46 | 46 | Printing new letter and figures of any shade with synthetic anamel paint black or any other approved colour to give an even shade as per tech specification clause 1701 (Including cost of material ) (II) English and Roman letters | 1050 | Per cm height per letter | |
| 47 | 47 | Providing PCC M-20 architectural coping on the top of wing wall, return wall, abutment etc. complete as per drawing and technical specifications clause 9.15/100, 600, 700, 1200 | 6 | RM | |
| 48 | 48 | Providing and Laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials) 900mm dia pipe Single Row | 15 | Rm | |
| 49 | 49 | Providing and Laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials) 900mm dia pipe double row Row | 15 | Rm | |
| 50 | 50 | Providing and Laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials) 300mm dia pipe | 90 | Rm | |
| 51 | 51 | Providing and Laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials) 600mm dia pipe | 30 | Rm |
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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