Nagar Panchayat Tender
View complete overview of Uttarakhand Nagar Panchayat Tender
Nagar Panchayat Tender
Civil And Construction
Solid Waste Management
Eprocure
Opening Date26 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 1,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NPPO_70407_1Bid Award Id
ViewTender No
2039/2023-24 date 24-02-2024Tender Authority
Nagar Panchayat ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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supplying and filling in plinth with sand under floors. Including watering ramming consolidating and dressing complete
15.78
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
17.65
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to siite of layin but excluding the cost of centering shuttering finishing and reinforcement including admixutese in recommended proportions as per IS 9103 to acceletate retard setting of concrete improve workability without impairing strengh and durability as per direction of engineer in charde all works upto plinth level
12.61
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix including pumping of concrete to siite of layin but excluding the cost of centering shuttering finishing and reinforcement including admixutese in recommended proportions as per IS 9103 to acceletate retard setting of concrete improve workability without impairing strengh and durability as per direction of engineer in charde all works above plinth level upto floor V level
10.85
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2413.77
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centering and shiuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc for mass conctete
59.23
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centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. and removal of from for columns pillars piers aboutments posts and struts
70.2
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centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. and removal of from Lintels beams plinth bems girders bressumers and cantilevers
85.8
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bricks work with common burnt clay FPS (non modular) bricks of class designation 7.5 in superstricture above plinth leval up to floor V level in all shapes and sizes in Cement mortar 1.6 (1 Cement 6 coarse sand)
30.74
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52 mm thic cement conctete flooring with concrete hardendr topping under layer 40 mm thik cement concrete 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) by volume, harening compound mixed@ 2 liter per 50 kg of cement or as per manufacturer specification this including the cost of nosing of steps etc. complete
157.79
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15 mm cement plaster on the raugh side of single or half brick wall of mix 1:6 (1 cement 6 fine sand)
425.16
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Strutural steel work riveted bolted or welded in built up sections trusses and framed work uncluding cutting hoisting fixing in position and applying a priming coat of appproved
2969.65
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providing and fixing percoated galvanised iron profile sheets(size shap and pitch of crrugation as approved by engineer-in- charge) 0.50 mm(+0.05 %) total coated thikness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on toth side of sheet and polyester top coat 15-18 microns sheet should have protevtive gaurd film of 25 microns minimum to avoid scratches during transportation and should be supplied in singhle length upto 12 metre or as desired by Engineerin charge the sheet shall be fixed using self drilling self tapping screws of size (5.5X55 mm) with EPDM seal Complete upto any pitch in horizonatal/vertical or curved surfaces, excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required
198.76
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provding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm(+0.05%) total coated thickness Znic coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet And polyester top coat 15-18 microns using self drilling self tapping screws complete ridges plin (500-600mm)
17
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provding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm(+0.05%) total coated thickness Znic coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet And polyester top coat 15-18 microns using self drilling self tapping screws complete Gutter (600 mm over all girth)
34
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Pipe inside the pit 100 mm dia
34
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Boundary Wall
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providing and fixing M.S. Grills of required pattern of window etc.
173.78
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rm Cost of wall
128
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Strome water Drain 50 mm
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o
37.8
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Filling available excavated earth. (excuding rock) in trenches. Plinth sides of foundation etc. in layers not exceeding 20 cm in depth. Consolidating each depossited layer by raming and watering lead up to 50 m and lift upto 1.5 m
7.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6.3
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bricks work with common burnt clay FPS (non modular) bricks of class designation 7.5 in superstricture above plinth leval up to floor V level in all shapes and sizes in Cement mortar 1.6 (1 Cement 6 coarse sand)
11.5
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centering and shiuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc for mass conctete
10
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15 mm cement plaster on the raugh side of single or half brick wall of mix 1:4 (1 cement 4 fine sand)
123
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Chain Link Fencing
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
10.72
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Filling available excavated earth. (excuding rock) in trenches. Plinth sides of foundation etc. in layers not exceeding 20 cm in depth. Consolidating each depossited layer by raming and watering lead up to 50 m and lift upto 1.5 m
2.04
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providing and fixing percoated galvanised iron profile sheets(size shap and pitch of crrugation as approved by engineer-in- charge) 0.50 mm(+0.05 %) total coated thikness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on toth side of sheet and polyester top coat 15-18 microns sheet should have protevtive gaurd film of 25 microns minimum to avoid scratches during transportation and should be supplied in singhle length upto 12 metre or as desired by Engineerin charge the sheet shall be fixed using self drilling self tapping screws of size (5.5X55 mm) with EPDM seal Complete upto any pitch in horizonatal/vertical or curved surfaces, excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required
8.68
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm
176
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with orizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
440
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete
926.88
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Green Belt
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Nos of Plants in 2mX2m grid taking distance 2 m difference between two plant
70
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Tranching in ordinary soil up to a depth of 60 cm including removal & stacking of serviceable materials and then disposing of by spreading and neatly levelling with in lead of 50 m and making up the trenched area to proper levels by filling with earth or earth
70
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Sanitary land fill
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surface Dressing of the Ground Including removing vegetation and in- equalities not and disposal of rubbish lead up to 50 m and lift up to 1.5 all kinds of soil
0.26
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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1679.92
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
1452.25
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Carrige of Draibage Layer of gravel
435.68
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Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate
435.68
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provding and laying of Geo textile membrance of 350 gm per sqm above the draingae layer 10% extra for covering side and joining sheet
1597.48
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Installation of Geo taxtile by stiching method
1597.48
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providing and laying 1.5 mm thick HDPE Geo membrane layer (10% extra for covering side and joining sheet)
1597.48
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Installation of HDPE liner of 1.5 mm by fusion method (10% extra for covering side and joining sheet)
1597.48
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providing and laying of geosynthetic Clay Liner (6-7 mm thickness) above the clay layer (non- laminater) (10% extra for vovering side and joining sheet)
1597.48
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Installation of GCL by overlapping method HSN/SAC code 995465
1597.48
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Length of lateral Pipe 110 mm OD
132
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Length of header pipe (200 mm OD)
60
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Carrige of drainage layer of graval
103.77
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Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate
375.98
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Providing and Laying 0.6m thick Barrrier Layer of compacted clay
751.97
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Supplying and stacking at site. Good eart
751.97
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Spreding of sludge dump Manure and or good earth in required thickness as per direction of officer in charge (cost of sludge dump maure and or good earth to be Paid seperately) .45mThick
563.97
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Supplying and stacking at site. Good eart
563.97
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Carrige of drainage layer- graval
187.99
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Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate
187.99
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Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) In rows 15 cm apart in either direction
1253.28
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provding and laying of Geo textile membrance of 350 gm per sqm above the draingae layer 10% extra for covering side and joining sheet
1378.61
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Installation of Geo taxtile by stiching method
1378.61
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providing and laying 1.5 mm thick HDPE Geo membrane layer (10% extra for covering side and joining sheet)
1378.61
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Installation of HDPE liner of 1.5 mm by fusion method (10% extra for covering side and joining sheet)
1378.61
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Gas Collection Pipe Perforted100mm Dia
72
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Gas Collection Pipe Perforted 200mm Dia
30
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
22.23
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Filling available excavated earth. (excuding rock) in trenches. Plinth sides of foundation etc. in layers not exceeding 20 cm in depth. Consolidating each depossited layer by raming and watering lead up to 50 m and lift upto 1.5 m
12.73
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
0.61
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1 :4 (1 cement: 4 coarse sand)
0.7
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level : 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1.33
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Strutural steel work riveted bolted or welded in built up sections trusses and framed work uncluding cutting hoisting fixing in position and applying a priming coat of appproved
6.05
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12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
35.68
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
156.77
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Recycling Shed
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
16.22
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centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. and removal of from for columns pillars piers aboutments posts and struts
6.39
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6.52
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Provding and laying in position machine batched and machine mixed design mixM-25 works upto plinth level
6.4
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Provding and laying in position machine batched and machine mixed design mixM-25 grade V Level
3.76
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
687.33
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Strutural steel work riveted bolted or welded in built up sections trusses and framed work uncluding cutting hoisting fixing in position and applying a priming coat of appproved
18.92
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Centeing and shiuttering including struttiung propping etc.
27.67
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Centeing and shiuttering including struttiung propping etc. and removal of form for foundation fotting bases of columns etc.
24.21
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12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
27.67
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
409.86
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providing and fixing percoated galvanised iron profile sheets(size shap and pitch of crrugation as approved by engineer-in- charge) 0.50 mm(+0.05 %) total coated thikness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on toth side of sheet and polyester top coat 15-18 microns sheet should have protevtive gaurd film of 25 microns minimum to avoid scratches during transportation and should be supplied in singhle length upto 12 metre or as desired by Engineerin charge the sheet shall be fixed using self drilling self tapping screws of size (5.5X55 mm) with EPDM seal Complete upto any pitch in horizonatal/vertical or curved surfaces, excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required
95.04
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provding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm(+0.05%) total coated thickness Znic coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on both side of the sheet And polyester top coat 1
13.2
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52 mm thic cement conctete flooring with concrete hardendr topping under layer 40 mm thik cement concrete 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) by volume, harening compound mixed@ 2 liter per 50 kg of cement or as per
63.93
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Retaing wall
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
20.32
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&Pand royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
89.76
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Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1 :6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1 :6 (1 cement : 6 coarse sand)
20.32
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 13.33.1 Flush/ Ruled pointing
194.37
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement 1:3:6 (1 Cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
0.96
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Concrete Road
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
63
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
31.5
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providing and laying in posting cememt of specified grade exclduing the cost of centerin and shuttering all work
31.5
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providing and fixing percoated galvanised iron profile sheets(size shap and pitch of crrugation as approved by engineer-in- charge) 0.50 mm(+0.05 %) total coated thikness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on toth side of sheet and polyester top coat 15-18 microns sheet should have protevtive gaurd film of 25 microns minimum to avoid scratches during transportation and should be supplied in singhle length upto 12 metre or as desired by Engineerin charge the sheet shall be fixed using self drilling self tapping screws of size (5.5X55 mm) with EPDM seal Complete upto any pitch in horizonatal/vertical or curved surfaces, excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required
31.5
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Tipping Area
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), inclluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
12
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Supplying and stacking at site 63 mm to 45 mm size stone aggregate
9
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Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate
9
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compactingto the required density .
18
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providing and fixing percoated galvanised iron profile sheets(size shap and pitch of crrugation as approved by engineer-in- charge) 0.50 mm(+0.05 %) total coated thikness with zinc coating 120 grams per sqm as per IS 277 in 240 mpa steel grade 5-7 microns epoxy primer on toth side of sheet and polyester top coat 15-18 microns sheet should have protevtive gaurd film of 25 microns minimum to avoid scratches during transportation and should be supplied in singhle length upto 12 metre or as desired by Engineerin charge the sheet shall be fixed using self drilling self tapping screws of size (5.5X55 mm) with EPDM seal Complete upto any pitch in horizonatal/vertical or curved surfaces, excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required
12
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.
1001.95
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