Urban Development Department Tender
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Urban Development Department - UDD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Jun 2024
Closing Date23 Jul 2024
Tender Amount₹ 3,42,71,794
Costs
EMD
₹ 6,85,500Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SEU_50204_1Bid Award Id
ViewTender No
03_CE_SE_EE_IV_UDD_EW_2024_25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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C)Reinforced Cement Concrete
75.6
137894
1824
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Dismantling brick / tile work.
In cement mortar.
105
44551
424.3
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Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of
dismantled materials with all lifts and upto a lead of 100 m,
stacking serviceable materials and unserviceable materials
separately as per MoRT&H Technical Specification Clause
202.By Manual Means.
Bituminous Courses
42
42042
1001
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Granular Courses
105
73080
696
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Taking out existing CC interlocking paver blocks from footpath/
central verge, including removal of rubbish etc., disposal of
unserviceable material to the dumping ground, for which payment
shall be made separately and stacking of serviceable material
within 50 metre lead as per direction of Engineer-in-Charge.
500
34950
69.9
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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.
37.5
32220
859.2
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Excavation for structures Earth work in excavation of foundation of structures as per
drawing and technical specification, including setting out,
construction of shoring and bracing, removal of stumps and
other deleterious matter, dressing of sides and bottom,
backfilling the excavation earth to the extent required and
utilising the remaining earth locally for road work as per
MoRT&H Technical Specification clauses of section 300.
i. Ordinary soil
A. By manual means ( upto 3 m depth )
2335.53
1070139
458.2
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Cost of dewatering (Add 10% of total cost)
233.55
107012
458.2
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B. By mechanical means ( upto 3 m depth )
1000.95
53150
53.1
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Cost of dewatering (Add 10% of total cost)
100.1
5315
53.1
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(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.
525
45517
86.7
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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
525
118597
225.9
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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.
52.5
11870
226.1
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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
262.5
1659472
6321.8
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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.
210
1417647
6750.7
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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.
1638
191154
116.7
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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.
147.42
2695102
18281.8
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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.
3276
90090
27.5
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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.
49.14
1057659
21523.4
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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 )
60
28296
471.6
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand Filling
188.04
219630
1168
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Earth Filling (For Marshy Soil)
637.22
187151
293.7
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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-35 grade with approved
colour, design and pattern.
1050
1629600
1552
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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).
47.25
600490
12708.8
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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
7175
3587.9
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(ii) with 600 mm equilateral triangle
3
10018
3339.5
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(iii) with 600 mm circular
2
7004
3502.1
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(iv) with 800 x 600 mm rectangular
4
15965
3991.4
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(v) with 600 x 450 mm rectangular
1
3485
3485.7
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(vi) with 600 x 600 mm square
1
3624
3624.6
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
4
18608
4652.2
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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
105
75799
721.9
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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
i) Girth Above 900 mm to 1800 mm
2
2589
1294.9
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ii) Girth Above 600 mm to 900 mm
2
1259
629.7
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iii) Girth Above 300 mm to 600 mm
6
2272
378.8
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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.
1019.24
590241
579.1
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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)
PCC M 15 Grade ( upto 5 m height )
152.32
1614086
10596.4
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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
517.57
6237391
12051.3
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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.
67.74
6196853
91483.2
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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 etc. all complete as per direction of Engineer-in-charge.
798
665532
834
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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
105
41181
392.2
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Providing, fitting & fixing mild steel railling complete as per
drawing & MoRD technical specifications clause 1208.2.RCPC Grating 12 Ton Load Capacity
504
2162210
4290.1
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RCPC GRATING 12 TON ROAD CAPACITY
88
357016
4057
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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
88
131401
1493.2
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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
4470234
4470234.05
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