Construction And Maintenance Works Of District : Moradabad Under Package No : Up 54148, Name Of Road : T-04 To Bhaiya Nagla Via Ahrola , Block Munapandey, Road Length: 5.60 Km
Tender Value
3.62 Crore
Estimated cost
Bid Submission
06 Apr 2021
0 days left
EMD
7.24 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
Mundapandey Moradabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction and Maintenance Works of District : Moradabad Under Package No : UP 54148, Name of Road : T-04 to Bhaiya Nagla Via Ahrola , Block Munapandey, Road Length: 5.60 KM
BOQ
| Nature of Work: Construction and Maintenance Works of District : Moradabad Under Package No : UP 54148, Name of Road : T-04 to Bhaiya Nagla Via Ahrola , Block Munapandey, Road Length: 5.60 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. including removal of thick vegitation for shoulders and near the shoulder to ensure clear site distance for road safety purpose. | 21200 | Sqm | |
| 2 | 2 | Dismantling of existing brick soling pavement including T&P, sorting the dismantled bricks, disposal of unserviceable bricks and stacking the serviceable bricks with all lifts and lead of 1000m as per Technical Specification Clause 202.1 | 330 | Cum | |
| 3 | 3 | 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 | 391.66 | Cum | |
| 4 | 4 | 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 as per Technical Specification Clause 301.5 | 14894.8 | Cum | |
| 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 For Carted Earth | 905.21 | Cum | |
| 6 | 6 | 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 | 391.66 | Cum | |
| 7 | 7 | 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 as per Technical Specification Clause 303.1. | 5912.63 | Cum | |
| 8 | 8 | 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. | 2807.18 | Cum | |
| 9 | 9 | 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. | 1553.66 | Cum | |
| 10 | 10 | 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. | 1561.71 | 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 20863.8 | Sqm | |
| 12 | 12 | 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. | 20863.8 | Sqm | |
| 13 | 13 | 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. | 20863.8 | Sqm | |
| 14 | 14 | Providing and laying seal coat 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. Case III TYPE C (VG-10) | 20863.8 | Sqm | |
| 15 | 15 | 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 or any other type 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, Cement Concrete provide in full width over existing CC at Raptta's | 189 | Sqm. | |
| 16 | 16 | 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. | 5.597 | Km | |
| 17 | 17 | 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 | 418.5 | Sqm | |
| 18 | 18 | Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703 (200 m Stone (Precast) 1× | 22 | Nos. | |
| 19 | 19 | Reinforced cement concrete M15 grade Km Stone/Local stone of standerd 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) 1× | 6 | Nos. | |
| 20 | 20 | Reinforced cement concrete M15 grade Km Stone/Local stone of standerd 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× | 1 | Nos. | |
| 21 | 21 | Providing and fixing of typical PMGSY 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 | 2 | Nos. | |
| 22 | 22 | (Retro-reflectorised Signs Baords) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 3 | Nos. | |
| 23 | 23 | Providing and fixing of retro-reflectorised cautionary, mandatory and citizen 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 | 2 | Nos. | |
| 24 | 24 | (Retro-reflectorised Traffic Signs) Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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 | 10 | Nos. | |
| 25 | 25 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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 | 6 | Nos. | |
| 26 | 26 | Road Markers/Road Stud with Lens Reflector\nProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 49 | Nos. | |
| 27 | 27 | 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 (Labour Rate Only Excluding Bricks relaying from old bricks only 60% recoverd of old brick soling.). | 1980 | Nos. | |
| 28 | 28 | 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. | 296.08 | Cum | |
| 29 | 29 | 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. use with naturally gravel RBM | 7 | Cum | |
| 30 | 30 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 with 1:3 cement Mortar. | 88.39 | Cum | |
| 31 | 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204.M20 1:2:4 | 3.66 | Cum | |
| 32 | 32 | Plastering with cement mortar (1:3), 15 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 | 190.32 | Sqm | |
| 33 | 33 | Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203.m10 1:3:6 | 46.945 | Cum | |
| 34 | 34 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | 16.76 | Cum | |
| 35 | 35 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | 4.48 | Qtl | |
| 36 | 36 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 with 1:4 cement Mortar | 133.82 | Cum | |
| 37 | 37 | 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 | 60 | No | |
| 38 | 38 | 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) 450mm dia pipe | 75 | Rm | |
| 39 | 39 | Laying (type B first class) bedding on well compacted sand, moorum of approved granular material as per Clause 1105(ii) including cost of materials | 35.68 | Cum | |
| 40 | 40 | Cement pointing 1:3 (Cement : Coarse sand) deep variety (cut or weather) on brick work including supply of all material labour T&P etc. as per drawing & MORD Specification no. 613.3&1204. | 162.25 | Sqm | |
| 41 | 41 | Providing and laying 1000 mm dia Reinforced cement concrete NP3 pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106. | 60 | Rm | |
| 42 | 42 | Providing water proofing cement paint two coats on abutments and letter writing of span on the culvarts etc including cost of material labour & T&P as direction of Eng-in-Charge (1x1000mm HP Culvert) | 1 | Sqm | |
| 43 | 43 | 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 at curves, CD and along water bodies. | 54 | Nos. | |
| 44 | 44 | 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 | 113.55 | sqm | |
| 45 | 45 | 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 | 750 | Per Cm Ht per Letter | |
| 46 | 46 | 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. Qty extra for tranfers war marking 7.4 Km. × (29×3.52×0.30).=30.624 Sqm. | 1291 | sqm. | |
| 47 | 47 | MS Reflective Road Delineator Post \nSupplying 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). | 96 | Nos. | |
| 48 | 48 | providing and laying cement concrete wearing course M30 grade including reinforcement complete asper drawing and technical specification clouse 800 and 1206.3( over hume pipe culvert for protection / coushion over Np-3 Hume pipe | 2.1 | cum | |
| 49 | 49 | Brick masonary work in cement mortar in substructure / super structure complete excepting pointing and plastering ,asper drawing and technical specification clauses 600.602.603,604,900,1202.1204&1208.4 in mortar 1:3 | 43.51 | cum | |
| 50 | 50 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | 11.775 | qtl | |
| 51 | 51 | Brick on edge floring in 1:4 cement and coarse sand & pointing in 1:2 with cement and coarse sand mortar including supply of material labour T&P etc for proper completion of work asper direction of Engineer incharge | 56.25 | sqm | |
| 52 | 52 | Making and filling expension joints with bitumen filter( Bitumen 40% abstruct 5% and sand 55% ) 12mm wide including supply of all material labour T&P etc. for proper completion of work asper direction Engineer incharge. | 2 | job | |
| 53 | 53 | PCC Coaping 1:2:3 cement , coarse sand & 20mm gause S/B include supply of all material Lab,T&P Etc. | 0.064 | cum | |
| 54 | 54 | finishing of parapit wall with two coats of WPC.paint on both side of face and letter writing of span includinf cost of material labouretc.asper direction of Engg in charge | 1 | job |
AI Tender Summary
Tender Timeline
Mar 22, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 06, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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