Tripura Urban Planning And Development Authority Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Tripura Urban Planning And Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Aug 2024
Closing Date18 Oct 2024
Tender Amount₹ 56,43,70,781
Costs
EMD
₹ 56,44,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_TUDAW_51700_1Bid Award Id
ViewTender No
24_EE_TUDA_2023_24_R_01Tender Authority
Tripura Urban Planning And Development Authority ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Technical Specification clause 201.
-
-
-
(I) By Manual Means
-
-
-
(A) In area of light jungle
1
-
-
Removal of Telephone / Electric Poles and Lines
-
-
-
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRTH Technical Specification Clause 202.
11
-
-
Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and up to a lead of 1000 m as per MoRTH technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
A) Lime Concrete
5
-
-
B) Cement Concrete
2
-
-
C) Reinforced Cement Concrete
1
-
-
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and up to a lead of 500 m by manual means as per MoRTH technical Specification Clause 202.
4
-
-
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal up to 1000 metres.
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead up to 1000 m as per MoRTH Technical Specification clauses of section 300.
9899
-
-
Excavation in soil by manual means
-
-
-
Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.
2475
-
-
Compacting Original Ground
-
-
-
(i) Compacting original ground supporting subgrade
-
-
-
Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.
2092
-
-
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 as per MoRT&H Technical Specification clauses of section 300
1228
-
-
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
50
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401
819
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
1024
-
-
502 Prime Coat (iii) High porosity
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 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
14223
-
-
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
361
-
-
503 Tack Coat
(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
13944
-
-
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
465
-
-
18 mm thick precast chequered cement concrete tiles
-
-
-
Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-charge
4118.4
-
-
Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-charge
Shallow potholes (depth 75 mm )
50
-
-
Retro-reflectorised Traffic Signs
-
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 MoRT&H Technical Specification Clause 801.
-
-
-
(i) with 900 mm equilateral triangle
6
-
-
(ii) with 600 mm equilateral triangle
8
-
-
(iii) with 600 mm circular
6
-
-
(iv) with 800 x 600 mm rectangular
10
-
-
(v) with 600 x 450 mm rectangular
6
-
-
(vi) with 600 x 600 mm square
4
-
-
(vii) with 900 mm octagon
2
-
-
Direction and Place Identification Signs upto 0.9 sqm Size Board.
-
-
-
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
4
-
-
Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing.
25
-
-
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803
-
-
-
a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking
50
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps
-
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201
-
-
-
Girth Above 900 mm to 1800 mm
2
-
-
Girth Above 600 mm to 900 mm
2
-
-
Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.
-
-
-
Mate
25
-
-
Labour/Mazdoor
25
-
-
Mason (1st Class)
25
-
-
Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.
-
-
-
Cement ordinary Portland or equivalent in bags
1
-
-
High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432
0.2
-
-
Providing clean well graded river or pit sand at site
(Sand (Fine) : from local quarries)
10
-
-
Providing hard cut stone boulders at site 15-30cm size
20
-
-
Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
5
-
-
Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc.
-
-
-
Tipper 5.5 cum/10 t
10
-
-
Hire and running charge of Tractor with ripper attachment
10
-
-
Hire charge of Hydraulic Excavator (3D) with driver and fuel
10
-
-
Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper
10
-
-
Hire and running charge of loader (Front end-loader)
10
-
-
Dozer D80
10
-
-
Grader
10
-
-
Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works
1
-
-
Drain Works-Khowai Town
-
-
-
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 MoRD Technical Specification clause 201.
-
-
-
By Manual Means
-
-
-
In area of non-thorny jungle
0.5
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-
-
-
All kinds of soils.
7994
-
-
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
180
-
-
Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.
-
-
-
( I ) By Manual Means
-
-
-
(A)Bituminous Road
50
-
-
(B)Granular Road
20
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
101
-
-
Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202
Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.
(B) upto partial depth of concrete
42
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
I. Ordinary Soil
-
-
-
I) Upto 3.0 m Depth
17872
-
-
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.
475
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
4397
-
-
Sand Filling
468
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1828
-
-
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
2515
-
-
Maintenance of Earthen shoulder (Stripping of excess soil)
-
-
-
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD
technical specification Clause 1903.
2515
-
-
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.
-
-
-
B) Driven at least 900 mm below ground and 900 mm above ground on average
345
-
-
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)
1926
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
PCC M 15 Grade ( upto 5 m height )
570
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
RCC M 30 Grade
-
-
-
Upto 5 m height
-
-
-
Case - I : Using Concrete Mixer
4626
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
337.33
-
-
Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.
-
-
-
In 1:3 cement mortar
101
-
-
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200
-
-
-
In 1:3 cement mortar
733
-
-
Neat cement punning.
733
-
-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)
-
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise
607
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
10060
-
-
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
-
-
-
One Side Weep Hole 110 Dia UPVC @ 5M C/C
125
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
173
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
110 mm dia
75
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
202
-
-
Road Restoration Works
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material
297
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
371
-
-
502 Prime Coat (iii) High porosity
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 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
1485
-
-
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
59
-
-
503 Tack Coat
(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
1485
-
-
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
119
-
-
508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder.
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 Viscosity 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 or Type D as per MoRD Technical Specification Clause 508.
Case - I : By Manual Means
(I) Bitumen of VG-30
1485
-
-
Cast in Situ Cement Concrete M 20 Kerb.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.
-
-
-
A. Using Concrete Mixer
5030
-
-
Miscellaneous Works
-
-
-
Dismantling of Fencing
Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
10
-
-
Removal of Telephone / Electric Poles and Lines
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
8
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
B)Cement Concrete
200
-
-
C)Reinforced Cement Concrete
110
-
-
Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
-
-
-
Dismantling brick / tile work
-
-
-
In cement mortar.
140
-
-
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
Including dismembering
665
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .
-
-
-
Upto 600 mm dia Hume pipe
75
-
-
Above 600 mm to 900 mm dia Hume pipe
126
-
-
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i.80 mm dia
38.5
-
-
ii.100 mm dia
38.5
-
-
iii.125 mm dia
38.5
-
-
iv.150 mm dia
38.5
-
-
v.200 mm dia
37.5
-
-
vi.250mm dia
37.5
-
-
vii.300mm dia
37.5
-
-
viii.350mm dia
37.5
-
-
ix.400mm dia
37.5
-
-
x.450mm dia
36.5
-
-
xi.500mm dia
36.5
-
-
xii.600mm dia
35.5
-
-
Charges for cutting C.I. pipe with steel saw by manual means
as per CPWD specification and direction of the Engineer - in -
charge.
-
-
-
i.80 mm dia
15
-
-
ii.100 mm dia
10
-
-
iii.125 mm dia
10
-
-
iv.150 mm dia
10
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The
3500
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
261
-
-
Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )
268
-
-
Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.
-
-
-
1600 mm x 1600 mm
1
-
-
1250 mm x 1150 mm
1
-
-
1200 mm x 1000 mm
1
-
-
800 mm x 850 mm
1
-
-
500 mm x 500 mm
1
-
-
Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.
34
-
-
Survey, Investigations, Designing, Supplying and Laying of R.C.C. NP4 pipes using trenchless / jack-pushing method true to line as shown in the construction drawings, including preparation of survey / construction drawing, construction of all jacking / receiving pit, earthwork in excavation, backfilling after conversion of shafts/pit to manholes, bailing out / dewatering (by pumps or otherwise) water from working area, disposal of muck / spoil, dismantling and removal of jacking / receiving shafts, barricading, all safety measures, sign boards, area lighting, transportation, temporary diversion of utilities, traffic diversion arrangements, cleaning of pipeline, final clearing of sites, etc. all complete as per drawings and specification including cost of all materials, labours and plant & equipment. The rate shall include all necessary equipment, machinery, man power and consummables, complete as per specification and direction of Engineer.
-
-
-
1400 mm dia RCC NP4 Pipe
20
-
-
Safety Arrangements
-
-
-
Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)
5030
-
-
Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)
5030
-
-
Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)
1258
-
-
Survey Work
-
-
-
Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.
30
-
-
Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works
1
-
-
Ranirbazar Road Work
-
-
-
Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.
0.45
-
-
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 MoRT&H Technical Specification clause 201.
-
-
-
(I) By Manual Means
-
-
-
(A) In area of light jungle
0.2
-
-
Removal of Telephone / Electric Poles and Lines
-
-
-
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
26
-
-
Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.
2
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
A) Lime Concrete
15
-
-
B)Cement Concrete
10
-
-
C)Reinforced Cement Concrete
5
-
-
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
700
-
-
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
60.39
-
-
Excavation in soil by manual means
-
-
-
Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.
15.1
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
131.11
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
100
-
-
Compacting Original Ground
-
-
-
(i) Compacting original ground supporting subgrade
-
-
-
Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.
117.6
-
-
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 MoRT&H Technical Specification clauses of section 300
50
-
-
(A)With Borrow Area
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401
-
-
-
(ii) For Grading II Material
54.45
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
197.18
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Sand Filling
84.98
-
-
80 mm thick factory made c.c. interlocking paver block of M-40 Grade
-
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
-
-
-
a) 80 mm thick c.c. paver block of M-40 grade with approved colour, design and pattern.
1700
-
-
Cast in Situ Cement Concrete M 20 Kerb.
-
-
-
Providing and laying at or near ground level factory made kerb
stone of M-25 grade cement concrete inposition to the required
line, level and curvature jointed with cement mortar 1:3 (1
cement : 3 sand), including making joints with or without
grooves (thickness of joints except at sharp curve shall not to
more than 5 mm), including making drainage opening wherever
required complete etc. as per direction of Engineer-in-Charge
(length of finished kerb edging shall be measured for payment).
(Precast c.c. kerb stone shall be approved by Engineer-in-
Charge).
58.65
-
-
Providing, fencing and erecting 50 mm dia painted steel
pipe railing in 3 rows on precast M20 grade RCC vertical
posts1.8 metres high (1.2 m above GL) with 3 holes 50
mm dia for pipe, fixed 2 metres centre to, complete as per
approved drawing.
25
-
-
Retro-reflectorised Traffic Signs
-
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 MoRT&H Technical Specification Clause 801.
-
-
-
(i) with 900 mm equilateral triangle
12
-
-
(ii) with 600 mm equilateral triangle
15
-
-
(iv) with 800 x 600 mm rectangular
6
-
-
(v) with 600 x 450 mm rectangular
6
-
-
Direction and Place Identification Signs upto 0.9 sqm Size Board.
-
-
-
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
6
-
-
Road marking strips (retro-reflective) of specified shade/
colour using Hot Applied Thermoplastic material with
Reflectorising Glass Beads on Bituminous Surface
-
-
-
Providing and applying 2.5 mm thick thick road marking
strips (retro-reflective) of specified shade/ colour using hot
thermoplastic material including reflectorising glass beads
@ 250 gms per sqm area by fully/ semi automatic
thermoplastic paint applicator machine fitted with profile
shoe, glass beads dispenser, propane tank heater and
profile shoe heater including cost of cleaning the road
surface of all dirt, seals, oil, grease and foreign material
etc, thickness of 2.5 mm is exclusive of surface applied
glass beads as per IRC:35. The finished surface to be level,
uniform and free from streaks and holes as per MoRT&H
Technical Specification Clause 803
-
-
-
a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking
50
-
-
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering as per MoRD Technical Specification Clause 412.
519.75
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps
-
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201
-
-
-
Girth Above 300 mm to 600 mm
6
-
-
Girth Above 600 mm to 900 mm
3
-
-
Girth Above 900 mm to 1800 mm
3
-
-
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 MoRD Technical Specification Clause 301.5.
200
-
-
Turfing with Sods
-
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.
267
-
-
Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.
-
-
-
Mate
25
-
-
Labour/Mazdoor
25
-
-
Mason (1st Class)
25
-
-
Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.
-
-
-
Cement ordinary Portland or equivalent in bags
1
-
-
High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432
0.2
-
-
Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)
10
-
-
Providing hard cut stone boulders at site 15-30cm size
20
-
-
Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
5
-
-
Providing construction machine / equipment with drivers/ operators including fuel,lubricants,reapairs,maintennace, all taxes, overhead and profits etc.
-
-
-
Tipper 5.5 cum/10 t
10
-
-
Hire and running charge of Tractor with ripper attachment
10
-
-
Hire charge of Hydraulic Excavator (3D) with driver and fuel
10
-
-
Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper
10
-
-
Hire and running charge of loader (Front end-loader)
10
-
-
Dozer D80
10
-
-
Grader
10
-
-
Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works
1
-
-
Ranirbazar Town-Storm Water Drain Work
-
-
-
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 MoRD Technical Specification clause 201.
-
-
-
By Manual Means
-
-
-
In area of non-thorny jungle
0.42
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-
-
-
All kinds of soils.
6379
-
-
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
144
-
-
Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.
-
-
-
( I ) By Manual Means
-
-
-
(A)Bituminous Road
49
-
-
(B)Granular Road
20
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
98
-
-
Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202
Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.
(B) upto partial depth of concrete
45
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
I. Ordinary Soil
-
-
-
I) Upto 3.0 m Depth
14404
-
-
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.
475
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
4174
-
-
Sand Filling
369
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
1760
-
-
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
2461
-
-
Maintenance of Earthen shoulder (Stripping of excess soil)
-
-
-
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD
technical specification Clause 1903.
2461
-
-
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.
-
-
-
B) Driven at least 900 mm below ground and 900 mm above ground on average
393
-
-
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)
1597
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
PCC M 15 Grade ( upto 5 m height )
462
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
RCC M 30 Grade
-
-
-
Upto 5 m height
-
-
-
Case - I : Using Concrete Mixer
3282
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
238.44
-
-
Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.
-
-
-
In 1:3 cement mortar
98
-
-
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200
-
-
-
In 1:3 cement mortar
512
-
-
Neat cement punning.
512
-
-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)
-
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise
336
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
9842
-
-
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
-
-
-
One Side Weep Hole 110 Dia UPVC @ 5M C/C
143
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
129
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
110 mm dia
120
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
338
-
-
Road Restoration Works
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material
492
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
615
-
-
502 Prime Coat (iii) High porosity
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 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
2461
-
-
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
98
-
-
503 Tack Coat
(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
2461
-
-
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
197
-
-
508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder.
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 Viscosity 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 or Type D as per MoRD Technical Specification Clause 508.
Case - I : By Manual Means
(I) Bitumen of VG-30
2461
-
-
Cast in Situ Cement Concrete M 20 Kerb.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.
-
-
-
A. Using Concrete Mixer
4921
-
-
Miscellaneous Works
-
-
-
Dismantling of Fencing
Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
12
-
-
Removal of Telephone / Electric Poles and Lines
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
10
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
B)Cement Concrete
220
-
-
C)Reinforced Cement Concrete
115
-
-
Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
-
-
-
Dismantling brick / tile work
-
-
-
In cement mortar.
150
-
-
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
Including dismembering
700
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .
-
-
-
Upto 600 mm dia Hume pipe
74
-
-
Above 600 mm to 900 mm dia Hume pipe
123
-
-
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i.80 mm dia
41
-
-
ii.100 mm dia
41
-
-
iii.125 mm dia
41
-
-
iv.150 mm dia
41
-
-
v.200 mm dia
40
-
-
vi.250mm dia
40
-
-
vii.300mm dia
40
-
-
viii.350mm dia
40
-
-
ix.400mm dia
39
-
-
x.450mm dia
39
-
-
xi.500mm dia
39
-
-
xii.600mm dia
41
-
-
Charges for cutting C.I. pipe with steel saw by manual means
as per CPWD specification and direction of the Engineer - in -
charge.
-
-
-
i.80 mm dia
15
-
-
ii.100 mm dia
10
-
-
iii.125 mm dia
8
-
-
iv.150 mm dia
8
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The
4000
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
256
-
-
Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )
322
-
-
Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.
-
-
-
1200 mm x 1000 mm
3
-
-
700 mm x 1000 mm
2
-
-
600 mm x 1000 mm
1
-
-
Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.
36
-
-
Safety Arrangements
-
-
-
Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)
4921
-
-
Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)
4921
-
-
Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)
1230
-
-
Survey Work
-
-
-
Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.
20
-
-
Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works
1
-
-
Mohanpur Town-Road Work
-
-
-
Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.
2.71
-
-
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 MoRT&H Technical Specification clause 201.
-
-
-
(I) By Manual Means
-
-
-
(A) In area of light jungle
1
-
-
Removal of Telephone / Electric Poles and Lines
-
-
-
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
26
-
-
Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
A) Lime Concrete
15
-
-
B)Cement Concrete
10
-
-
C)Reinforced Cement Concrete
5
-
-
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
10
-
-
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
5102
-
-
Excavation in soil by manual means
-
-
-
Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.
1276
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
2301
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
238
-
-
Compacting Original Ground
-
-
-
(i) Compacting original ground supporting subgrade
-
-
-
Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.
4058
-
-
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 MoRT&H Technical Specification clauses of section 300
50
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401
-
-
-
(ii) For Grading II Material
893
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
1339
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Sand Filling
498
-
-
80 mm thick factory made c.c. interlocking paver block of M-40 Grade
-
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
-
-
-
a) 80 mm thick c.c. paver block of M-40 grade with approved colour, design and pattern.
8927
-
-
Cast in Situ Cement Concrete M 25 Kerb.
-
-
-
Providing and laying at or near ground level factory made kerb
stone of M-25 grade cement concrete inposition to the required
line, level and curvature jointed with cement mortar 1:3 (1
cement : 3 sand), including making joints with or without
grooves (thickness of joints except at sharp curve shall not to
more than 5 mm), including making drainage opening wherever
required complete etc. as per direction of Engineer-in-Charge
(length of finished kerb edging shall be measured for payment).
(Precast c.c. kerb stone shall be approved by Engineer-in-
Charge).
164.68
-
-
Providing, fencing and erecting 50 mm dia painted steel
pipe railing in 3 rows on precast M20 grade RCC vertical
posts1.8 metres high (1.2 m above GL) with 3 holes 50
mm dia for pipe, fixed 2 metres centre to, complete as per
approved drawing.
25
-
-
Retro-reflectorised Traffic Signs
-
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 MoRT&H Technical Specification Clause 801.
-
-
-
(i) with 900 mm equilateral triangle
6
-
-
(ii) with 600 mm equilateral triangle
8
-
-
(iv) with 800 x 600 mm rectangular
4
-
-
(v) with 600 x 450 mm rectangular
6
-
-
Direction and Place Identification Signs upto 0.9 sqm Size Board.
-
-
-
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
6
-
-
Road marking strips (retro-reflective) of specified shade/
colour using Hot Applied Thermoplastic material with
Reflectorising Glass Beads on Bituminous Surface
-
-
-
Providing and applying 2.5 mm thick thick road marking
strips (retro-reflective) of specified shade/ colour using hot
thermoplastic material including reflectorising glass beads
@ 250 gms per sqm area by fully/ semi automatic
thermoplastic paint applicator machine fitted with profile
shoe, glass beads dispenser, propane tank heater and
profile shoe heater including cost of cleaning the road
surface of all dirt, seals, oil, grease and foreign material
etc, thickness of 2.5 mm is exclusive of surface applied
glass beads as per IRC:35. The finished surface to be level,
uniform and free from streaks and holes as per MoRT&H
Technical Specification Clause 803
-
-
-
a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking
50
-
-
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering as per MoRD Technical Specification Clause 412.
6008
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
PCC M 15 Grade ( upto 5 m height )
331
-
-
RCC M 30 Grade
-
-
-
Upto 5 m height
-
-
-
Case - I : Using Concrete Mixer
-
-
-
Drain Raft 150 Thick
621
-
-
Drain Both Side Wall 150 Thick
731
-
-
Drain Roof Slab 150 Thick
281
-
-
Catch Pit Raft 150 Thick
47
-
-
Catch Pit Wall 150 thick
45
-
-
Retaining Wall
107
-
-
Box Culvert
109
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
153.6
-
-
Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.
-
-
-
In 1:3 cement mortar
108
-
-
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200
-
-
-
In 1:3 cement mortar
9023
-
-
Neat cement punning.
9023
-
-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)
-
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise
361
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
5410
-
-
Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.
3298
-
-
RCPC Grating 12 Ton Load Capacity
-
-
-
For Drain
136
-
-
For Catch Pit
142
-
-
Pipe Laying And Others
-
-
-
Providing, Laying, Jointing & field testing of high density Polyethyline pipes, (HDPE) conforming to IS 4984/14151/12786/13488 with necessary jointing material like mexchanical connector or jointing pipes heating to the ends of pipes with the help of telfon coated electric mirror/ heater to the required temprature and pressing the ends together against the each other, to form a manolithic & leak proof joint by thermosetting prosses. It may be required to be done with Jacks/Hydraulic Jacks/ but fusion machine. (50 mm and above fusion jointed & below 50 mm mechanical jointed) incl. hydraulic testing
-
-
-
d) 160 mm Dia 10 kg/Sq.cm pipes
616.5
-
-
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
-
-
-
One Side Weep Hole 110 Dia UPVC @ 1M C/C
528
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps
-
-
-
Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201
-
-
-
Girth Above 300 mm to 600 mm
2
-
-
Girth Above 600 mm to 900 mm
1
-
-
Girth Above 900 mm to 1800 mm
1
-
-
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 MoRD Technical Specification Clause 301.5.
649
-
-
Turfing with Sods
-
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.
1623
-
-
Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.
-
-
-
Mate
25
-
-
Labour/Mazdoor
25
-
-
Mason (1st Class)
25
-
-
Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.
-
-
-
Cement ordinary Portland or equivalent in bags
1
-
-
High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432
0.2
-
-
Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)
10
-
-
Providing hard cut stone boulders at site 15-30cm size
20
-
-
Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
5
-
-
Providing construction machine / equipment with drivers/ operators including fuel,lubricants,reapairs,maintennace, all taxes, overhead and profits etc.
-
-
-
Tipper 5.5 cum/10 t
10
-
-
Hire and running charge of Tractor with ripper attachment
10
-
-
Hire charge of Hydraulic Excavator (3D) with driver and fuel
10
-
-
Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper
10
-
-
Hire and running charge of loader (Front end-loader)
10
-
-
Dozer D80
10
-
-
Grader
10
-
-
Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works
1
-
-
Mohanpurr Town-Storm Water Drain Work
-
-
-
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 MoRD Technical Specification clause 201.
-
-
-
By Manual Means
-
-
-
In area of non-thorny jungle
0.59
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-
-
-
All kinds of soils.
8820
-
-
Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
198
-
-
Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.
-
-
-
( I ) By Manual Means
-
-
-
(A)Bituminous Road
74
-
-
(B)Granular Road
30
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
148
-
-
Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202
Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.
(B) upto partial depth of concrete
50
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
I. Ordinary Soil
-
-
-
I) Upto 3.0 m Depth
15382
-
-
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.
550
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
6959
-
-
Sand Filling
347
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
2110
-
-
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.
3694
-
-
Maintenance of Earthen shoulder (Stripping of excess soil)
-
-
-
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD
technical specification Clause 1903.
3694
-
-
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.
-
-
-
B) Driven at least 900 mm below ground and 900 mm above ground on average
128
-
-
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)
2210
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
PCC M 15 Grade ( upto 5 m height )
629
-
-
Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
-
-
-
RCC M 30 Grade
-
-
-
Upto 5 m height
-
-
-
Case - I : Using Concrete Mixer
4431
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
370.29
-
-
Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.
-
-
-
In 1:3 cement mortar
148
-
-
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200
-
-
-
In 1:3 cement mortar
3053
-
-
Neat cement punning.
3053
-
-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)
-
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise
581
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
14778
-
-
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.
-
-
-
One Side Weep Hole 110 Dia UPVC @ 5M C/C
337
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
284
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
110 mm dia
160
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
450
-
-
Road Restoration Works
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material
739
-
-
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
924
-
-
502 Prime Coat (iii) High porosity
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 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
3694
-
-
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
148
-
-
503 Tack Coat
(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
3694
-
-
Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
A. Grading II
i. With Viscosity Graded Bitumen of VG-30.
296
-
-
508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder.
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 Viscosity 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 or Type D as per MoRD Technical Specification Clause 508.
Case - I : By Manual Means
(I) Bitumen of VG-30
3694
-
-
Cast in Situ Cement Concrete M 20 Kerb.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.
-
-
-
A. Using Concrete Mixer
7389
-
-
Miscellaneous Works
-
-
-
Dismantling of Fencing
Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
16
-
-
Removal of Telephone / Electric Poles and Lines
Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.
14
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
(I) By Manual Means
-
-
-
B)Cement Concrete
250
-
-
C)Reinforced Cement Concrete
135
-
-
Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
-
-
-
Dismantling brick / tile work
-
-
-
In cement mortar.
170
-
-
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
-
-
-
Including dismembering
750
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .
-
-
-
Upto 600 mm dia Hume pipe
111
-
-
Above 600 mm to 900 mm dia Hume pipe
185
-
-
Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i.80 mm dia
47.25
-
-
ii.100 mm dia
47.25
-
-
iii.125 mm dia
47.25
-
-
iv.150 mm dia
47.25
-
-
v.200 mm dia
46.25
-
-
vi.250mm dia
46.25
-
-
vii.300mm dia
46.25
-
-
viii.350mm dia
46.25
-
-
ix.400mm dia
46.25
-
-
x.450mm dia
45.25
-
-
xi.500mm dia
45.25
-
-
xii.600mm dia
45.25
-
-
Charges for cutting C.I. pipe with steel saw by manual means
as per CPWD specification and direction of the Engineer - in -
charge.
-
-
-
i.80 mm dia
20
-
-
ii.100 mm dia
12
-
-
iii.125 mm dia
10
-
-
iv.150 mm dia
10
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The
6000
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
384
-
-
Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )
429
-
-
Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.
-
-
-
1100 mm x 1100 mm
1
-
-
600 mm x 800 mm
1
-
-
Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.
16
-
-
Safety Arrangements
-
-
-
Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)
7389
-
-
Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)
7389
-
-
Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)
1847
-
-
Survey Work
-
-
-
Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.
32
-
-
Provisional Sum Amount for (Road & Storm Water Drains-Dharmanagar, Kailasahar, Kumarghat & Ambassa)
Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works All arrangement for implementayion of Enviroment Management Plan as identified in the Initial Enviromental Examination (Refer:EE for Drains-Dharmanagar, Kailasahar, Kumarghat & Ambassa) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMP's Please quote Rs. 3,93,74,706.00 (Rupees Three Crore Ninety Three Lakh Seventy Four Thousand Seven Hundred Six Only) in Rate Column
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements