Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
29 May 2019Closing Date
29 Jun 2019Tender Amount
₹ 8,85,68,146Costs
EMD
₹ 8,85,681Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_4135_1Bid Award Id
ViewTender No
07/CE/PWD(NH)/CRF/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (A) By Mechanical Means
2360
-
58.2
Excavation for Structures Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & 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. (1) Ordinary Soil (A) By Manual Means (i) Up to 3m depth
5155.4
-
125.6
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
419.6
-
521
PCC 1:3:6(using jhama brick aggregate) in Foundation Plain cement concrete 1:3:6 nominal mix in foundation(using jhama brick aggregate) 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
3719.6
-
5428
Plain/ Reinforcement Cement concrete in open foundation as per drawings & MoRTH technical specifications clauses 1500, 1700,2100.(including cantering , shuttering, stagging etc. Excluding reinforcement) (E)RCC Grade M25 Case:-I Using Concrete Mixer
977.45
-
10092.7
Supplying, fitting and placing un-coated Twisted steel/deformed bars reinforcement in substructure complete as per drawing and MoRTH technical specification.
117.29
-
76547.5
Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRT&H technical specifications Clauses 1300. (D) Cement morter 1:6 (1 cement: 6 sand)
590
-
5723.1
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200 (B) In 1:4 cement mortar
4720
-
148
Providing weepholes in brick masonary/stone masonary, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe(110 mm OD of 6.00 Kg/Cm2 presurwe) extending through the full structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706,2200
1497
-
266
providing and laying of filter media with jhama brick aggregates as per specification of not less than 600mm with smaller size towards the soil and biger size towards the wall and providing over the entire surface behind abutment,wing wall,return wall to the full hieght, compacted to firm condition as per drawing and MoRTH technical specification clause 2504.2.2
750
-
3049.3
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 MoRT&H Technical Specification clauses of section 300.
5301
-
41
Granular Sub-Base With Well Graded Material(Using Jhama Brick Aggregate)(Table-400.1) (A)By Mix in Place Method Construction of granular sub-base by providing well graded material (53mm to 0.075mm) Jhama Brick Aggregate,Grading-I),spreading in uniform layer with tracktor with attachments or motor graded on prepared surface,mixing by mix in place method with rotovator at OMC, applying and broming sand to fill up the interstices of coarse aggregate,watering and compacting with smooth wheel roller to achieve the desired density,complete as per MoRT&H Technical Specification Clause -401 (i)For Grading-I Material
1061.86
-
2797
Water Bound Macadam Sub-Base / Base WBM Grading II Providing, laying, spreading and compacting 63 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. (A)By Manual Means
398.194
-
4398.6
Water Bound Macadam Sub-Base / Base WBM Grading III Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. (A) By Manual Means
849.206
-
4449.7
Prime Coat 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 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.
11322.8
-
29.1
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
25310.25
-
9.9
Bituminous Macadam Providing and lying bituminous macadam with 100-120 TPH hot mix plant producing an average output 75 tonnes per hour using crushed aggregates of specified grading permixed with bituminous binder,transported to site,laid over a previously prepared surface with paver finisher to the required grade,level and alingment and rolled as per clauses 501.6 & 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504 (ii)Grading-II (19mm nominal size) with Bitumen(60/70 Grade)VG-30
1317.38
-
11792.8
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. (II) Grading II (10mm nominal size) With bitumen (60/70 Grade) VG-30
939.49
-
14342
Road Marking with hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm 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.
1415
-
356.5
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. (II) with 60 cm equilateral triangle
50
-
2018.2
(III) 60cm Circular
45
-
2129.7
Direction and Place Identification Signs more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 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.
35
-
5753.9
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