Department Of Housing And Urban Affairs Tender
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Costs
EMD
₹ 20,38,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DHUA_26377_2Bid Award Id
ViewTender No
CE/H and UA/17/PT-II/21-22/71, date18/07/2022Tender Authority
Department Of Housing And Urban Affairs ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade cum 30.80 level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
744.08
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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.
3261.49
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Granular Sub-base with Well Graded Material (Table 400.1) , By Mix in Place Method 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Grading II Material
1858.71
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Water Bound Macadam Using crushable screening such as moorum gravel for Gr.III 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 3 as per Technical Specification Clause 405. WBM Grading 3, By Manual Means
978.82
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406
52.39
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Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
13921.88
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Providing and fixing of 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 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
i) 600mm equilateral triangle
39
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ii) 600mm circular
23
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iii) 900mm side octagon
8
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Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification sqm 11,231.20 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 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701.
27
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Painting on Concrete/Steel Surfaces with Epoxy paint
Painting two coats including prime coat with epoxy paint of sqm approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
11354.69
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Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in each 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.
290
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CULVERT BOX
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Excavation for Structures: 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.Ordinary soil Upto 3 m depth
205.38
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Fillling in foundation trenches as per drawing and technicalspecification Clause 305.3.9. Sand filling
20.16
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone P.C.C grade M 15 Nominal mix (1:2.5:5)
33.91
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With crushed Stone P.C.C grade M 15 Nominal mix (1:2.5:5)
37.15
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With crushed Stone RCC Grade M 20
126.71
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Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
11.98
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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
48
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material
135.45
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.26
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Providing and laying filter material underneath pitching in cum 1,768.60 slopes complete as per drawing and technical specifications Clause 1302
63
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder
126
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Construction of Approaches : 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
2316.6
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PIPE CULVERT
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Earthwork in excavation for foundation of structures upto 3 m cum 102.00 depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
460.11
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical
Specification Clause 1109
38.7
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Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved cum 1,369.05 granular material as per Clause 1105 (ii)
45.45
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 masonry works in head walls and parapets Clause 1106.
200
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 In 1:4 cement mortar
328.54
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork 10 sqm 1211.70 in substructure as per technical specification
738
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
156
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RCC DRAIN WORK
-
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Earthwork in excavation for foundation of structures upto 3 m cum 102.00 depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
5113.55
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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
4690.68
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical
Specification Clause 1109
1116.41
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Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With crushed Stone RCC Grade M 20
2323.92
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Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
237.95
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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
7649
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material
3166.99
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RETAINING WALL
-
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. In area of thorny jungle
0.31
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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. Ordinary soil
587.7
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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. Ordinary rock (not requiring blasting)
587.7
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PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
130.6
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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE orequivalent) and acelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.RCC Grade M25
660.77
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Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications.With TATA make TMT rebar
62.86
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement,wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
458.65
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.Sandy material
1375.95
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
310.95
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, 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 foce. Complete as per drawing and Technical specification.
621.9
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Misc items, misc works
6
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MISC.
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Providing and fixing of typical informatory sign board. 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
20
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Design, Supply, Installation & Commissioning of LED Based Solar Street Light 24W, 18Ah Lithium Ferro Phosphate Battery, 75Wp Solar PV Modulewith 6 mtr GI Pole, Module Mounting Structure,Light Mounting Bracket, Warranty 5 Years
148
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Design, Supply, Installation & Commissioning of Mini High Mast System with Solar Flood Light 30W,30Ah Lithium Ferro Phosphate Battery, 100Wp Solar PV Module with 9 mtr GI Pole, Module Mounting Structure, Light Mounting Bracket, Warranty 5 Years
5
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Providing, running & maintenance of vehicle on monthly basis New in good running condition Scorpio/Bolero or equivalent. For total run upto 3000 Km in a month Scorpio/Bolero (Mahindra & Mahindra Make). All necessary taxes for operating the vehicles commercially should be fully paid and all necessary papers shall be provided in the vehicle as required by prevailing Motor Vehicles Act with comprehensive insurance cover for the vehicle. the vehicle shall be available day and night (24 hours) as required by Engineer In charge/ Deptt for all days regularly including Sundays and Holidays during the contract period.
The drivers should possess valid driving license.The Agency shall bear all expenses required for keeping the vehicles in smooth running condition such as fuel, lubrications oil & other consumables, necessary service & maintenance, repairs & replacement etc. and salary of the driver per month including food & lodging.
12
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