Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Excavation
Eprocure
Opening Date13 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 2,46,36,000
Costs
EMD
₹ 2,47,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1828_1Tender No
CEUD/PLG/AMRUT/TS-509/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto soil not more than 3m clear from the edge of the excavaion and returning the stacked soil in 15cm layers when required, into plint, sides of foundation etc consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated soil as directed within a lead of 50m.
9
-
-
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Providing and laying CC 1:4:8(40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth
9
-
-
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Providing and laying cc 1:2:4 (20mm nominal size) excluding cost of centring and shuttering in Foundation and plinth
13.5
-
-
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Centring and shuttering including strutting, propping etc and removal of form work for : Foundations and plinth
39
-
-
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Providing and laying tactile tile ( for vision impaired persons as per standards) of size 300x300 x 9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
60
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-
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Tubular steel Railing on precast RCC Post,1.2M high above ground level(Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts 1.8m high(1.2m above groun level) with 3 holes 50mm dia for pipe, fixed 2m centre to centre, complete as per approved drawing)
80
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-
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Carriage of Materials
1
-
-
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Foothpath With Railing
-
-
-
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto soil not more than 3m clear from the edge of the excavaion and returning the stacked soil in 15cm layers when required, into plint, sides of foundation etc consolidating each deposited layer by ramming and watering and then depositing of all surplus excavated soil as directed within a lead of 50m.
30
-
-
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Providing and laying CC 1:5:10(40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth
30
-
-
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Providing and laying cc 1:2:4 (40mm nominal size) excluding cost of centring and shuttering in Foundation and plinth
45
-
-
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Centring and shuttering including strutting, propping etc and removal of form work for : Foundations and plinth
60
-
-
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Centring and shuttering including strutting, propping etc and removal of form work for : Foundations and plinth
3.2
-
-
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Providing and laying tactile tile ( for vision impaired persons as per standards) of size 300x300 x 9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
300
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Tubular steel Railing on precast RCC Post,1.2M high above ground level(Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts 1.8m high(1.2m above groun level) with 3 holes 50mm dia for pipe, fixed 2m centre to centre, complete as per approved drawing)
200
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-
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Carriage
1
-
-
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Stone Packing (RRM)
-
-
-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(a) Marshy soil-Manual means ( upto 3 m depth)
257.4
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Stone Packing/Embankment (Random Rubble Masonary)
234
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-
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Carriage
1
-
-
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Installation of Steel Benches
-
-
-
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Installation of Steel Benches (28 Nos.)
28
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-
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Installation of Steel Dustbins
-
-
-
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Installation of Steel Dustbins
27
-
-
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Site Development
-
-
-
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Clearing of Grass and Removal of Rubbish (Landscaping)
0.04
-
-
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Clearing and Grubbing Road Land
0.01
-
-
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Landscaping and Plantation
-
-
-
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Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
66.67
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Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete)
66.67
-
-
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Maintenance of Lawns with Fine Grassing for the First Year
400
-
-
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a) Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart)
80
-
-
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Maintenance of Hedge for one year
80
-
-
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Retaining Wall
-
-
-
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Excavation for Structures (Earth work in excavation of foundastion of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deteterious matter, dressing of sides. (I) Ordinary soil, (A) Manual Means (i) upto 3m depth
93.75
-
-
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PCC 1:5:10 in Foundation (Plain cement concrete 1:5:10 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
10.5
-
-
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Stone Masonry Work in cement mortar 1:3 for sub-structure complete as per drawing and Technical Specifications. (a) Coursed rubble masonry (first sort)
304.88
-
-
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Back Filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material
108.75
-
-
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Providing & Laying Weep Hole
62.5
-
-
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Providing and Laying cement concrete 1 : 3 : 6 (1 cement :3 coarse sand : 6 stone shingle 20 mm nominal size) excluding the cost of centring and shuttering.
1.5
-
-
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12mm cement plaster 1:4 ( 1 cement : 4 sand)
1.5
-
-
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Carriage
1
-
-
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Gate
-
-
-
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Earth work in excavation in all kind of soil(excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil & rock) including banking in 20cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50m and lift upto 1.50m
1.21
-
-
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Providing and Laying in foundations and plinth cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregae 40 mm nominal size) excluding the cost of centring and shuttering.
0.19
-
-
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RCC work in foundations, footings, bases of columns etc. And mass concrete excluding cost of centring and shuttering. a) M20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size).
0.22
-
-
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RCC work in columns, pillars, piers, abutments, post and struts etc upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement: a) M20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size).
2.16
-
-
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RCC work in lintels, beam and bresumers upto floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement. a)M20 (1 cement : 1.5 coarse sand : 3 store aggregate 20 mm nominal size).
1.38
-
-
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Reinforcement of RCC work including bending, binding and placing in position complete a) Thermo-Mechanically Treated bars
300.08
-
-
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Centring and shuttering including strutting, propping etc. and removal of form work for: a) Foundations, footings, bases for columns.
0.96
-
-
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
0.96
-
-
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c) Lintels, beam, girders, bressumers and cantilevers etc.
8.25
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-
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Pre-Cast terrazzo tiles 20 mm thick with marble chips of size upto 6mm fixed on wall on 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry including rubbing and polishing complete with tiles of Light Shades using white cement
15.45
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-
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Carriage
1
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-
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Installation of Signages
-
-
-
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Providing and Fixing/Installing of Flex board Sinages with green background
13.37
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-
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Public Utility
-
-
-
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
25.2
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-
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Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering.
1.26
-
-
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Centring and shuttering including strutting proping etc. and removal of form work for: b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
42.15
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-
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c) Suspended floors, roofs, landings shelves and their supports, balconies and
chajjas (3.5 m height).
9.25
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-
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
1.68
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-
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b) Walls including attached buttresses, pilasters and their caps and bases
and string courses etc. up to floor two level.
6.26
-
-
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
357.98
-
-
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Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.05
-
-
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12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).cement slurry mixed
50.49
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-
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes
21
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-
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Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
1
-
-
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Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required a) Long Pan patten WC Pan
4
-
-
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) One urinal basin with 5 Litres CI automatic flushing cistern.
1
-
-
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Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
1
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-
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
20.25
-
-
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Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering.
1.69
-
-
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Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
4.05
-
-
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Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
2.16
-
-
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Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.89
-
-
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Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundation, footings, bases of columns etc. and mass concrete.
10.8
-
-
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e) Column, pillars, posts and struts etc.
25.92
-
-
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d) Lintels, beams, girders, bressumers and cantilevers etc.
51
-
-
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
252.7
-
-
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Pre-cast terrazzo tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of a) Light shade using white cement
20.7
-
-
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Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). b) 20 mm nominal bore
60
-
-
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Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand)
5.13
-
-
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12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).cement slurry mixed
68.4
-
-
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Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give
an even shade
635.4
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Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. a) 0.80 mm thick GI sheet
40.32
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Carriage
1
-
-
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CC Drain Along the Steps and Footpath
-
-
-
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
177.12
-
-
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete
29.52
-
-
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
39.36
-
-
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
68.88
-
-
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Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.
131.2
-
-
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b) Walls including attached buttresses, pilasters etc.
787.2
-
-
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
984
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-
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Neat cement punning.
984
-
-
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Carriage
1
-
-
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GI Chain Link Fence 6 ft Height
-
-
-
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MS Angle iron post of 65 x 65 x 6 mm 1.50m long, 2m aprt C/C with intermediate struts at every 10th and corner post of size 65 x 65 x 6mm 3m long
17825.33
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GI Chainlink fencing 8 gauge 40 x 40 x 6mm mesh 1.80 wide
12600
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Earth work in excavation in foundation trenches in soils containing 50% or more of single…
399.17
-
-
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Providing and Laying 1: 5: 10 in Foundation and Plinth.
68
-
-
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Providing and Laying 1: 3: 6 in Foundation and Plinth.
386.25
-
-
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Centering and Shuttering in a) Foundation & Plinth
2580
-
-
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12mm thick cement plaster (1:6)
1780
-
-
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GI Staples
1
-
-
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