Hyderabad Growth Corridor Limited Tender
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Hyderabad Growth Corridor Limited - HGCL Tender
Opening Date28 May 2019
Closing Date15 Jun 2019
Tender Amount₹ 2,45,12,760
Costs
EMD
₹ 2,72,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
123411Bid Award Id
ViewTender No
70/CGM(T)/HGCL/Bus Bay/2019-20Tender Authority
Hyderabad Growth Corridor Limited ViewPurchaser Address
-Website
http://tender.telangana.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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, stacking serviceable material and unserviceable material separately as per Technical Specification Clause 202 MORD / MORTH.
500
-
78.44
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Dismantling guard rails / MBCB by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202 MORD / MORTH.
500
-
128.25
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Forming embankment with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning, sloping and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m upto 5000m (Payment will be made based on level for finished item of work).
14500
-
335.39
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.
1200
-
47.5
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH
1000
-
85.8
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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 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.
3100
-
412.69
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Construction of granular sub-base by providing well graded / Close Graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401. For Grading III Material (CBR Value minimum 20)
1250
-
1507.11
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
1550
-
1843.98
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)
3500
-
44.38
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Speciation 503 MORD.
3500
-
12.19
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.
6000
-
10.68
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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 MoRTH specification clause No. 507 complete in all respects.
350
-
5860.32
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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 MORTH specification clause No. 509 complete in all respects
140
-
7365.27
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Providing and Laying of Interlocking Concrete Block Pavements using CC M30 having thickness 60 mm as per drawing and Technical Specification Clause 1504 MORD
1900
-
470.3
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Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 MORD / 2900 MORTH (800mm dia)
70
-
6153.95
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(i) 900 mm equilateral triangle
5
-
3678
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(ii) 600 mm equilateral triangle
5
-
2708
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(iii) 600 mm circular
5
-
3343
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(iv) 800 mm x 600 mm rectangular
5
-
4328
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(v) 600 mm x 450 mm rectangular
5
-
3278
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(vi) 600 mm x 600 mm square
5
-
3728
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(vii) 900 mm side octagon
5
-
5288
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post with enamel paint t 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH
30
-
7937.77
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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 Specification 803 MORTH
220
-
701.81
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings as per Specification 805 MORTH.
10
-
272.58
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Providing and fixing of road stud 100 x 100 mm die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
550
-
312.49
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Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high using M 20 grade , kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH
1220
-
514.95
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Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.
75
-
2434.95
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 MORTH
210
-
2973.11
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P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 20 mm Graded Metal
15
-
5182.61
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Case II : With Batching Plant, Transit Mixer and Concrete Pump (RCC M20) (Design Mix) (MORTH 12.8 C)
225
-
4931.16
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With Batching Plant, Transit Mixer and Concrete Pump (RCC M35) Design Mix
120
-
5347.34
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Supplying, fitting and placing HYSD bar reinforcement for all works complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
18
-
59917.28
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Providing weep holes in stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
30
-
527.37
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
CRS 2nd Sort in 1:4 cement mortar
420
-
5093.95
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Supply, fabrication and fixing of Stainless steel railing of 304 Grade as per the approved drawings and technical specifications (Hollow tube Horizontal tubes 2 Nos of size (50 X 50 X 1.5 mm ), Hollow Verticl Tube of Sixe (50 X 50 X 1.5 mm ) of 2 m spacing and Hollow Verticl Tube of 25 X50 X 1.5 mm of 0.15m spacing and 1 SS engraved name plate board at every 2m spacing including transportation, labour charges, material, polishing, base and top plates etc complete to the finished item of work as directed by the engineer in charge
520
-
6109.3
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Plastering with CM (1:4), 15 mm thick including all material labour, lead lift to the finished item of work as per the instructios of Engineer in Charge
470
-
1838.19
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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 Technical Specification Clause 1701MORD.
370
-
146.77
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