Tripura Urban Planning And Development Authority Tender
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Tripura Urban Planning And Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date7 Mar 2024
Closing Date14 May 2024
Tender Amount₹ 72,21,74,193
Costs
EMD
₹ 72,74,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_TUDAW_48301_1Bid Award Id
ViewTender No
28_EE_TUDA_2023_24Tender Authority
Tripura Urban Planning And Development Authority ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
Drawing_Ambassa_DRAIN_PG_66_130
BOQ Items
In area of non-thorny jungle
0.13
-
-
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.
2193
-
-
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.
49
-
-
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
12
-
-
(B)Granular Road
5
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
25
-
-
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
30
-
-
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.
-
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-
I. Ordinary Soil
-
-
-
I) Upto 3.0 m Depth
8631
-
-
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)
1622
-
-
Sand Filling
180
-
-
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.
674
-
-
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.
621
-
-
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.
621
-
-
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
102
-
-
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)
667
-
-
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 )
212
-
-
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
2061
-
-
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.
147.76
-
-
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
25
-
-
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
332
-
-
Neat cement punning.
332
-
-
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
378
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
2486
-
-
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
22
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
44
-
-
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
27
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
68
-
-
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
199
-
-
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.
249
-
-
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.
994
-
-
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.
40
-
-
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.
994
-
-
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.
80
-
-
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
994
-
-
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
1243
-
-
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
194
-
-
C)Reinforced Cement Concrete
112
-
-
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.
130
-
-
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
480
-
-
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
19
-
-
Above 600 mm to 900 mm dia Hume pipe
30
-
-
Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.
285
-
-
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
1100
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
48
-
-
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 )
65
-
-
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.
-
-
-
2000 mm x 1700 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.
9
-
-
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)
1243
-
-
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)
1243
-
-
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)
311
-
-
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.
15
-
-
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
-
-
Schedule No. 2: Kailasahar 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.
2.52
-
-
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
1.01
-
-
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.
66
-
-
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
20
-
-
C) Reinforced Cement Concrete
15
-
-
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.
10
-
-
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 a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4.
7295
-
-
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.
6166
-
-
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.
1394
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
1782
-
-
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.
198
-
-
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.
2821
-
-
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
374
-
-
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.
1344
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Sand Filling
2253
-
-
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.
6773
-
-
Cast in Situ Cement Concrete M 20 Kerb.
-
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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
2520
-
-
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
4
-
-
(ii) with 600 mm equilateral triangle
72
-
-
(iii) with 600 mm circular
6
-
-
(iv) with 800 x 600 mm rectangular
2
-
-
(v) with 600 x 450 mm rectangular
6
-
-
(vi) with 600 x 600 mm square
2
-
-
(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.
8
-
-
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 and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
2669
-
-
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 )
141
-
-
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
-
-
-
Drain Raft 150 Thick
250.5
-
-
Drain Both Side Wall 150 Thick
498.79
-
-
Drain Roof Slab 150 Thick
214.72
-
-
Catch Pit Raft 150 Thick
10.03
-
-
Catch Pit Wall 150 thick
29.71
-
-
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.
70.66
-
-
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
3769
-
-
Neat cement punning.
3769
-
-
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
10
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
3181
-
-
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.
1987
-
-
RCPC Grating 12 Ton Load Capacity
-
-
-
For Drain
83
-
-
For Catch Pit
83
-
-
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
289
-
-
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
8
-
-
Girth Above 600 mm to 900 mm
2
-
-
Girth Above 900 mm to 1800 mm
2
-
-
Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
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.
8370
-
-
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.
7562
-
-
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
-
-
Kailasahar Town-Drain Works
-
-
-
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
0.67
-
-
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.
11243
-
-
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.
253
-
-
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
52
-
-
(B)Granular Road
21
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
103
-
-
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
35
-
-
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
25643
-
-
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.
515
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
5004
-
-
Sand Filling
513
-
-
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.
2145
-
-
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.
2580
-
-
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.
2580
-
-
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
50
-
-
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)
2593
-
-
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 )
805
-
-
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
6375
-
-
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.
446.25
-
-
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
41
-
-
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
918
-
-
Neat cement punning.
918
-
-
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
868
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
10319
-
-
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
90
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
181
-
-
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
108
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
284
-
-
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
826
-
-
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.
1032
-
-
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.
4128
-
-
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.
165
-
-
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.
4128
-
-
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.
330
-
-
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
4128
-
-
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
5160
-
-
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.
14
-
-
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
206
-
-
C)Reinforced Cement Concrete
112
-
-
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.
130
-
-
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
450
-
-
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
77
-
-
Above 600 mm to 900 mm dia Hume pipe
128
-
-
Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.
340
-
-
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
1800
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
173
-
-
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 )
271
-
-
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)
5160
-
-
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)
5160
-
-
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)
1290
-
-
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.
31
-
-
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
-
-
(Kumarghat 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.
2.88
-
-
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.
46
-
-
Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.
3
-
-
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
10
-
-
B)Cement Concrete
5
-
-
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
-
-
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.
315
-
-
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.
4098
-
-
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.
1169
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
2442
-
-
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.
196
-
-
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.
698
-
-
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
698
-
-
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.
1031
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Sand Filling
520
-
-
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.
6975
-
-
Cast in Situ Cement Concrete M 20 Kerb.
-
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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
2876
-
-
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
2
-
-
(ii) with 600 mm equilateral triangle
8
-
-
(iii) with 600 mm circular
4
-
-
(iv) with 800 x 600 mm rectangular
2
-
-
(v) with 600 x 450 mm rectangular
6
-
-
(vi) with 600 x 600 mm square
2
-
-
Direction and Place Identification Signs upto 0.9 sqm Size Board.
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.
8
-
-
Gravel / Soil - Aggregate Surface Course ( Table 400.3 )
-
-
-
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.
8185
-
-
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 )
608
-
-
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
877
-
-
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
248
-
-
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
-
-
-
Drain Raft 150 Thick
189.37
-
-
Drain Both Side Wall 150 Thick
319.27
-
-
Drain Roof Slab 150 Thick
356.04
-
-
Catch Pit Raft 150 Thick
17.23
-
-
Catch Pit Wall 150 thick
27.69
-
-
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.
63.67
-
-
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
6521
-
-
Neat cement punning.
6521
-
-
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
380
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
5704
-
-
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.
1588
-
-
RCPC Grating 12 Ton Load Capacity
-
-
-
For Drain
144
-
-
For Catch Pit
55
-
-
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
435
-
-
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
14
-
-
Girth Above 600 mm to 900 mm
5
-
-
Girth Above 900 mm to 1800 mm
2
-
-
Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
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.
388
-
-
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.
1294
-
-
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
-
-
Kumarghat 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
0.25
-
-
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.
3975
-
-
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.
89
-
-
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
24
-
-
(B)Granular Road
9
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
47
-
-
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
22
-
-
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
10323
-
-
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.
450
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
2539
-
-
Sand Filling
224
-
-
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.
1047
-
-
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.
1185
-
-
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.
1185
-
-
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
300
-
-
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)
902
-
-
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 )
285
-
-
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
2730
-
-
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.
200.03
-
-
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
24
-
-
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
420
-
-
Neat cement punning.
420
-
-
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
203
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
4738
-
-
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
42
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
83
-
-
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
50
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
131
-
-
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
237
-
-
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.
296
-
-
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.
1185
-
-
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.
47
-
-
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.
2369
-
-
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.
95
-
-
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
1185
-
-
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
2369
-
-
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.
15
-
-
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
150
-
-
C)Reinforced Cement Concrete
80
-
-
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.
120
-
-
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
458
-
-
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
36
-
-
Above 600 mm to 900 mm dia Hume pipe
59
-
-
Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.
260
-
-
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
1000
-
-
Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
80
-
-
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 )
128
-
-
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.
-
-
-
1300 mm x 1500 mm
1
-
-
1000 mm x 1100 mm
1
-
-
1000 mm x 1000 mm
1
-
-
1000 mm x 900 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.
32
-
-
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)
2369
-
-
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)
2369
-
-
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)
593
-
-
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.
22
-
-
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
-
-
Ambassa 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.
3.04
-
-
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.
28
-
-
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.
3128
-
-
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.
782
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
1521
-
-
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.
169
-
-
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.
4364
-
-
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
960
-
-
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.
1440
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Sand Filling
513
-
-
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.
9601
-
-
Cast in Situ Cement Concrete M 20 Kerb.
-
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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
3041
-
-
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
20
-
-
(ii) with 600 mm equilateral triangle
25
-
-
(iv) with 800 x 600 mm rectangular
2
-
-
(v) with 600 x 450 mm rectangular
4
-
-
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.
9
-
-
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.
3907
-
-
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 )
247
-
-
RCC M 30 Grade
-
-
-
Upto 5 m height
-
-
-
Case - I : Using Concrete Mixer
-
-
-
Drain Raft 150 Thick
522
-
-
Drain Both Side Wall 150 Thick
474
-
-
Drain Roof Slab 150 Thick
195
-
-
Catch Pit Raft 150 Thick
31
-
-
Catch Pit Wall 150 thick
30
-
-
Retaining Wall
30
-
-
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.
98.4
-
-
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
4565
-
-
Neat cement punning.
4565
-
-
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
318
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
4768
-
-
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.
2671
-
-
RCPC Grating 12 Ton Load Capacity
-
-
-
For Drain
120
-
-
For Catch Pit
96
-
-
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
432
-
-
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
38
-
-
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.
730
-
-
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.
1825
-
-
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
-
-
Ambassa 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
0.55
-
-
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.
8749
-
-
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.
197
-
-
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
57
-
-
(B)Granular Road
23
-
-
( II ) By Mechanical Means
-
-
-
(A)Bituminous Courses
114
-
-
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
18930
-
-
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.
575
-
-
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
-
-
-
Earth filling (For marshy soil)
4938
-
-
Sand Filling
471
-
-
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.
2071
-
-
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.
2849
-
-
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.
2849
-
-
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
458
-
-
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)
2061
-
-
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 )
606
-
-
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
4676
-
-
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.
367.71
-
-
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
2160
-
-
Neat cement punning.
2160
-
-
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
458
-
-
Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
11397
-
-
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
224
-
-
Both Side Weep Hole 110 Dia UPVC @ 5M C/C
200
-
-
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
55
-
-
U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
152
-
-
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
570
-
-
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.
712
-
-
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.
2849
-
-
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.
114
-
-
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.
2849
-
-
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.
228
-
-
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
2849
-
-
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
5699
-
-
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.
15
-
-
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
215
-
-
C)Reinforced Cement Concrete
120
-
-
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
695
-
-
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
85
-
-
Above 600 mm to 900 mm dia Hume pipe
142
-
-
Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.
485
-
-
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
195
-
-
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 )
299
-
-
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.
-
-
-
1400 mm x 1100 mm
1
-
-
1250 mm x 1250 mm
1
-
-
1200 mm x 1100 mm
1
-
-
1000 mm x 800 mm
1
-
-
500 mm x 600 mm
3
-
-
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.
44
-
-
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)
5699
-
-
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)
5699
-
-
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)
1425
-
-
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.
75
-
-
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
-
-
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