Tripura Urban Planning And Development Authority Tender
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Tripura Urban Planning And Development Authority Tender
Drainage Work
Eprocure
Opening Date10 Dec 2024
Closing Date24 Dec 2024
Tender Amount₹ 69,08,56,089
Costs
EMD
₹ 69,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Improvement Of Roads And Storm Water Drainage System In Melaghar Bishramganj Udaipur
Description
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Contact
Tender Id
2024_TUDAW_53697_2Bid Award Id
ViewTender No
TUDA_R_SD_02_P_05Tender Authority
Tripura Urban Planning And Development Authority ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Dismantling of 11/0.430KV 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.
10
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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
63
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B)Cement Concrete
47
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C)Reinforced Cement Concrete
23
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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.
90
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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.
2079
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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.
11508.33
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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.
2877.33
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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.
6600
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300
714
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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.
1071
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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.
386.28
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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
1531
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical 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.
2259
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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.
918
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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 I i. With Viscosity Graded Bitumen of VG-30.
83
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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.
1836
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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 IIi. With Viscosity Graded Bitumen of VG-30.
69
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Repair to pot holes and removal of loose material, trimming of sides , cleaning of surface , providing tack coat , 20 mm thick premix carpet and seal coat type B as per drawing and MoRD technical specification clauses 1904.2, 503 and 508.1. Shallow potholes (depth 75 mm )
100
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. Sand Filling
773
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Earth Filling (For Marshy Soil)
5563.51
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60 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required 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. complete as per specifications & approval/ direction of Engineer-in-Charge. (a) 60 mm thick c.c. paver block of M-35 grade with approved
colour, design and pattern.
394
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(a) 80 mm thick c.c. paver block of M-35 grade with approved
colour, design and pattern.
13560
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Cast in Situ Cement Concrete M 25 Kerb. Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in-Charge).
539.05
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Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-charge
3630
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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
48
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(ii) with 600 mm equilateral triangle
41
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(iii) with 600 mm circular
2
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(iv) with 800 x 600 mm rectangular
24
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(v) with 600 x 450 mm rectangular
31
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(vi) with 600 x 600 mm square
3
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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.
34
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Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing.
100
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803 a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking
497
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Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201 Girth Above 900 mm to 1800 mm
23
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Girth Above 600 mm to 900 mm
36
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Girth Above 300 mm to 600 mm
46
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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.
2482
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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.
8643.85
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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 )
1362.1
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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 , Drain Both Side Wall 150 Thick , Drain Roof Slab 150 Thick, Catch Pit Raft 150 Thick, Catch Pit Wall 150 thick, Retaining Wall
4369.71
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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.
428.35
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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
23
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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
16386.68
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Neat cement punning.
16866.68
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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
1387
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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
565
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Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
8489.7
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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.
5707.67
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RCPC Grating 12 Ton Load Capacity For Drain
248
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For Catch Pit
257
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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
995.5
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Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. For Fixing in Median
11
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Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc. Mate
125
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Labour/Mazdoor
125
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Mason (1st Class)
125
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Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. Cement ordinary Portland or equivalent in bags
5
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High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432
1
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Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)
50
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Providing hard cut stone boulders at site 15-30cm size
100
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Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
25
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Providing construction machine / equipment with drivers/ operators including fuel,lubricants,reapairs,maintennace, all taxes, overhead and profits etc. Tipper 5.5 cum/10 t
50
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Hire and running charge of Tractor with ripper attachment
50
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Hire charge of Hydraulic Excavator (3D) with driver and fuel
50
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Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper
50
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Hire and running charge of loader (Front end-loader)
50
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Dozer D80
50
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Grader
50
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STROM WATER DRAINAGE 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
1.47
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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.
23505
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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.
529
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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
149
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(B)Granular Road
59
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( II ) By Mechanical Means(A)Bituminous Courses
296
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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
167
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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
73957.5
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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.
1793
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.Earth filling (For marshy soil)
20008
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Sand Filling
1716
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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.
6879.3
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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.
7400
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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.
7400
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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
2374
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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)
6083
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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 )
1804.33
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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
14905
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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.
1099.44
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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
338.68
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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
4005.63
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Neat cement punning.
4005.63
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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
1402
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Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise
29604
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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
570
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Both Side Weep Hole 110 Dia UPVC @ 5M C/C
355
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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
392
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U-PVC coupler for UPVC drainage pipes 110/160 mm Dia
1065
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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
1410
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical 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.
1761
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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.
7043
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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.
282
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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.
7043
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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.
564
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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
7043
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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
14804
-
-
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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.
73
-
-
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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.
61
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-
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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
913.81
-
-
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C)Reinforced Cement Concrete
875.16
-
-
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(I) By Mechanical Means B)Reinforced Cement Concrete
72.34
-
-
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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.
851.96
-
-
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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
9302
-
-
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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
221
-
-
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Above 600 mm to 900 mm dia Hume pipe
370
-
-
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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge. i.80 mm dia
74.16
-
-
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ii.100 mm dia
74.14
-
-
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iii.125 mm dia
74.14
-
-
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iv.150 mm dia
74.11
-
-
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v.200 mm dia
74.11
-
-
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vi.250mm dia
74.11
-
-
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vii.300mm dia
74.11
-
-
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viii.350mm dia
74.11
-
-
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ix.400mm dia
74.11
-
-
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x.450mm dia
74.11
-
-
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x.500mm dia
74.11
-
-
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xi.600mm dia
57.47
-
-
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Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i.80 mm dia
43
-
-
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ii.100 mm dia
23
-
-
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iii.125 mm dia
23
-
-
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iv.150 mm dia
23
-
-
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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
20491
-
-
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Circular shape 560 mm dia precast R.C.C. manhole cover with frame -
E.H.D. - 35
658
-
-
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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 )
1017
-
-
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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 1900 mm
1
-
-
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1000 mm x 1000 mm
1
-
-
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1250 mm x 1250 mm
1
-
-
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1300mm x 1500 mm
1
-
-
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1200 mm x 1000 mm
4
-
-
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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.
58
-
-
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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)
14805
-
-
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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)
14805
-
-
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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)
3701
-
-
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Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings.
600
-
-
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Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Technical Specification clause 1701.
720
-
-
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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.
90
-
-
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Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works. All arrangement for implementayion of Enviroment Management Plan as identified in the Initial Enviromental Examination (Refer:EE for Drains-Dharmanagar, Kailasahar, Kumarghat & Ambassa) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMP's Please quote Rs. 4,81,99,262.00 (Rupees Four Crore Eighty One Lakh Nienty Nine Thousand Two Hundred Sixty Two Only) in Rate Column
1
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