Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 18,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Widening And Strengthening of Kalasar Ghelasomnath Road Km 0/00 To 14/20 Widening Up To Standard Two-Lane,
Description
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Contact
Tender Id
2019_MoRTH_479519_1Bid Award Id
ViewTender No
03 of 2019-20/CRF/RJKTTender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Providing and laying 150 mm thick W.B.M. of Grading-I, in TWO layers each of 75mm using B.T.M.C. metal of size 40mm to 63mm in layers including 13% stone screening 13.2mm size and 7% stone dust as filler, including spreading, watering and cosolidation by vibratory roller as per MoRTH specifications etc. complete as directed by Engineer-in-charge.
16780
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Providing and Laying 100mm thick W.B.M. of Grading - II, in two layers each of 75mm using B.T.M.C. metal of size 53mm to 22.4mm in layers including 13% stone screening 11.2mm size and 7% stone dust as filler, including spreading, watering and cosolidation by vibratory roller as per MoRTH specifications etc. complete as directed by Engineer-in-charge.
5427
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Earthwork for embankment including breaking clods,dressing with all lead and lift (excluding watering and consolidation ) (B) From Borrow area within 0.5 km lead
17858
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Rolling and watering of earth work in layers with power roller including filling in depressions which occur during the process
36053.84
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Providing and laying 50mm thick compacted D.B.M. in two layer with B.T. stone aggregates as per MORT & H gradation and specification with emulsion (RS-1) for tack coat @ 4.0 Kg. / 10 Sq.m. on Metal Surface and 2.50kg/10 sq.mt on road surface by Mechanical Sprayer & Bitumen Grade VG-30 for mixing at the rate 45.00 Kg. / M.T. by weight of total mix i.e. (4.50% of total weight of mix) incl. heating the asphalt VG-30 and aggregate by drum mix plant and spreading the same by paver senser paver finisher including rolling & consolidation with 10-12 tonnes vibratory and power roller & providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. and using contractor's own machinery drum mix plant & paver finisher etc. complete.
11957.7
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Providing and laying 50 mm thick (Compacted) Bituminous Macadam in single layer on the existing B.T. surface using stone chips as per gradation and using bitumen for tack coat at 2.5 Kg/10 Sqmt. on Bitumen surface and 34 Kg. i.e. 3.40% (VG-30) grade per 1 M.T. of mix by using stone chips as per MOSRT&H specification and including heating asphalt and aggregates by drum Mix Plant and spreading the same by sencer paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, kerosene and all labor charges etc. complete (using contractor's own Batch mix plant and machineries)
5845.7
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Providing and laying 30mm thick compacted Bitumen Concrete (B.C.) with B.T. stone aggregates as per MORT & H gradation and specification & Bitumen Grade VG-30 for mixing at the rate 55.00 Kg. / M.T. by weight of total mix i.e. (5.50% of total weight of mix) AND including heating the asphalt and aggregate by drum mix plant and spreading the same by senser paver finisher including rolling & consolidation with vibratory roller & flushing sand @ 0.30 Cu.m. / 100 Sq.m. including providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery Batch mix plant & senser paver finisher etc. complete.
7486.6
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Providing and adding 'Silane Nano Technology' Based Material 0.1% by wt. of binder For (asphalt), 50 m.m. B.M. And 25 m.m. S.D.B.C.
411.8
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Supplying, stacking & Spreading hard murrum materials 50mm to 100mm size on site. including loading, carraige of material and spreading on prepared base including compacting as per MOST Specification etc... complete with all lead and lift
3333.6
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Providing and applying priming coat using slow Setting Emulsion Asphalt at the rate of 7.5 kg. / 10 sq.m. on water bound macadam / W.M.M. surface including cleaning the surface etc. complete.
53142.6
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Providing and fixing High Intensity Grade Cautionary Warning Sign Board made out of 2mm aluminium sheet/4mmACP (Alluminium composite panel), size 90 x 90 x 90 cms equilateral triangle, as per the design of IRC-67-2012. Pre treated with phospheting process and acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, refloctrorized withigh intensity Prismatic Grade retro reflective sheeting of TYPE -4 as per ASTM D-4956 And the latest M.O.S.T. specification, 3.6 Mt post of iron angle 75x75x6mm / 65NB circular MS pipe as required and frame fabricated from suitable size iron angle of 35 x 35x 3 mm,painted with best quality epoxy coatings in black and white bends. the detail of symbol for each board shall be as per instruction of engineeer incharge . The fixing at the site shall be in 1:2:4 block of size 45 x 45x 60 Cms. For each leg including excavation ,curing etc .complete under the supervision of engineer incharge .................
30
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A warranty for 7 years for the Retro Reflective sheeting from original Manufacture & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor (B) Class B - Type Retro reflective sheetinglong stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm; painted with best quality epoxy coating in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg, including excavation curing etc. complete under the supervision of Engineer-In-Charge. (High intensity grade)
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Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminium composite Panel); size 90x60 cms. rectangular as per design of IRC - 67-2012. Pre treated with phospheting process & acid eatching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade reto refiectivesheeting of Type - 4 as per ASTM D- 4956 and latest M.O.S.T. Specifications; 3.3mtr long stand of iron Angle 75 x 75 x6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numeralsfor each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45x 45 x 60 Cms. for each leg including exavation, curing etc. complete under the supervision of engineer in charge.................
10
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A warranty for 7 years for the Retro reflective sheeting frome original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class - B Type -4 Retro Reflective sheeting
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Direction (Junction) Sign :- Providing and fixing sign board made out of 2mm aluminium sheet / 4mm ACP (Aluminun Composite Panel); size 244 x 122 cms. rectangular as per design of IRC - 67-2012.Per treated with phospheting process & acid eatching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade reto refiectivesheeting of Type - 4 as per ASTM D- 4956 and latest M.O.S.T. Specifications; 4.0mtr (2 Nos.) long stand post of iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45x 45 x 60 Cms. for each leg including exavation, curing etc. complete under the supervision of engineer in charge...................
10
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A warranty for 7 years for the Retro reflective sheeting frome original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type -4 Retro Reflective sheeting
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Providing and fixing Sign board made out of 2 mm alluminium sheet / 4mm ACP (Aluminun Composite Panel); size 80 x 60 cms. Rectangular as per design of IRC-67-2012. Pre treated with Phosphering process and acid etching , coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade retro reflective sheeting of Type -4 as per ASTM D - 4956 and latest M.O.S.T.specifications; 3.6mtr long stand post of iron Angle 75 x 75 x 6mm / 65NB Circular AS pipe as required and frame fabricated from suitable size iron angle of 35 X 35 X 3 mm , painted with best quality epoxy coating in black and white bends . The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45x 45 x 60 Cms. for each leg including exavation, curing etc. complete under the supervision of engineer in charge............
30
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A warranty for 7 years for the Retro reflective sheeting frome original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type -4 Retro Reflective sheeting.
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Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminium composite Panel); size 150x90 cms. rectangular as per design of IRC - 67-2012. Pre treated with phospheting process & acid eatching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with High Intensity Prismatic Grade reto refiectivesheeting of Type - 4 as per ASTM D- 4956 and latest M.O.S.T. Specifications;4.0mtr )2 Nos.) long stand post of iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including exavation, curing etc. complete under the supervision of engineer in charge.................
12
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A warranty for 7 years for the Retro reflective sheeting frome original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type -4 Retro Reflective sheeting
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Road marking with Hot applied Thermoplast compound with reflectorising glass beads on bitumineous surface and laying of hot applied thermostatic compound 2.5mm thick including reflectorised glass beads @ 250 grams / sq.mt. 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 form streaks & holes.
5758
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Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High Intensity grade)
2542
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Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete.
21
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Providing and fixing Hectometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:5:10 including painting and lettering etc. complete.
84
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Providing and fixing guard stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design fixing inEarth including white washing etc. complete.
800
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Chevron board on curves providing and fioxing chevron sign boards made out of 3mm alluminium sheet size 45 X 60 cms. Square pre trated with phospheting process and acid etching; coated with one coat of epoxy primerand two coats of best quality epoxy paint; reflectorised with retro sheeting as per latest M.O.S.T. specifications; 2.10 M. long ( 1 No.) stand post of 50 mm diaMS pipe and frame may fabricated either from iron angle of 35X35X3 mm as required; painted with best quality epoxy coatings in bhlack in bl;ack and white bends. The fixing at site shall be in 1:2:4 C.C. block of size 45X45X60 cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge HI intesity grade
170
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Providing Crash barrier including ISMB 150 section 2.5 meter C/C 1:5 meter in length and W shape GI 3 mm plate in single rows including providing 1:5:10 PCC and 1:2:4 UCC for RCC work steel reinforcement etc.. as per detailed drawing providing and fixing with nuts & bolts welding as required and one coat of redoxide and two coat of approved oil paint etc. complete.
550
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Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff with all lead and lift as directed.(A) For all depth and lead upto 100m for 10 Cum
1773
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Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other similar strata including shoring and strutting and dewatering as necessary and disposing of the excavated stuff with all lead and lift as directed .
2393
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Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering as necessary and disposing of the excavated stuff with all lead and lift as directed.
2379
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Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing foundation base by proper benching and stepping and disposing of the excavated stuff with all lead and lift as directed.(B) prohibited Blasting. work.
688
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Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.
1901
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Providing and filling in foundation with ordinary Cement concrete M-150 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.
2106
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Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return
4891
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Providing and laying in position FE 415 TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments (C) R.C.C. Returns
265.75
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Providing & laying weep hole in Aburtments, and returns by using P.V.C. pipe of 110mm including laying in proper grede and jointing the completed as per detailed specification.
2540
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Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.
168
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Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.
168
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Providing and casting in situ controlled cement concrete M-250 for R.C.C. work in pier cap,abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or pedstals of required size below bearings as per detailed drawings, centering, shuttering, scaffolding, wherever necessary, laying vibating, curing and finishing complete.
238
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Providing and casting in situ ordinary Cement concrete M-250 for R.C.C. solid slab including centering, scaffolding curing and finishing complete.
1100
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Providing & casting in situ controlled CC M-250 mix for R.C.C. Solid Slab including centering scaffolding, curing and finishing comp.
232
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Providing and casting in situ controlled cement concrete concrete M-250 for approach slab cluding formwork curing and finishing complete.
326
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Supplying promoulded bituminous joint filler.(ii) 20mm thick
189
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Providing and casting in situ controlled cement concrete M-300 for average 75 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete
188
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Providing and casting in situ ordinary cement concrete M250 for average 150mm thick wearing coat laid as directed including tamping, vibrating, finishing, curing and filling in joints with bitumen complete.
91
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Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks including formwork curing and finishing, complete
39
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Providing and casting in situ controlled cement concrete M-250 for Kerb/ kerb blocks including formwork curing and finishing, complete.
25
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Providing and casting in situ controlled cement concrete M-250 for R.C.C. Raft and cut off walls including necessary shuttering laying, vibrating, ramming and curing complete.
523
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Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications.
2883
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Providing masonry steps with Cement Pointing on approaches as directed
200
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Providing flood gauge marks on substructure as per design including painting complete.
20
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Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 60cm x 4cm.
12
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Provding P.V.C. 110 mm diameter water spouts including necessary iron gratings as per drawings.
128
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Prociding parapet of controlled cement concrete M-200 as per detailed drawings with necessary reainforcement including, shuttering, laying vibrating and finishing to line and level complete. (i) Precast.
323
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Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls.
428
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Type-a "w"metal beam crash barrier providing & eracting a Wmetal beam crash barrier comprisiing of 3mm thick galvanised corrugated sheet metal beam rail 70 above road/ ground level fixed on ISMC SERIES CHANNEL VERTICAL POST 150X75X5 MM SPACED 2MTR C/C &1.80 mtr height 1.10 mtr below ground/road level all steel part & fitment to be galvinised by hot deep process all feeting to conform to IS:1367& IS :1364 metal beam rail to be fixed on the vertical post with a spacer of channnel section 150x75x5 mm & 330 mm long complete as per clause 810 of MORTH specification
480
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Hazard Maker Sing :-Providing and fixing sing boards made out of 2 mm alluminium sheet,size 90x 30 cms rectangle as per the design /drawing attached (irc) pretreated with phospheting process & acid ething.coated with one coat of epoxy primer and two coats of best quality epoxy paint,reflectorised with retroreflective sheeting as per latest M.O.S.T. specifications, 3.1. m long stand post and frame fabricated from suitable size iron angle of 35x35x3 mm &50x50x5mm painted with best quality epoxy coatings.the fixing at site shall be in 1:2:4 cc block of size 45x45x60 cm for each leg.including excavation curing etc. complete under the supervision of engineer in charge (b) high intensity grade
8
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with all lead and lift as directed .(A) Loose or soft soil
1504
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with all lead and lift as directed lead.(B) Dense or Hard soil
1760
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with all lead and lift as directed (C) Hard Murrum
1712
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Excavation for foundation up to 1.5 mt depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead (D) soft rock not requiring blasting
224
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Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.
497.62
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Providing and casting in situ with ordinary cement concrete M-200 mix and providing necessary pin headers including shuttering scaffolding, laying, vibrating and curing and finishing complete without 'V' grooves (A) For all height from 0.0 to 5.00 mt.
4670.4
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(v) 1200mm dia.
50
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Supplying & fixing reinforced concrete heavy duty non- pressure pipe with collars for culvert carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M.1:2 watering and lying ( to level or slopes) of class NP3 of following internal dia (V) 900mm dia
450
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Filling around the pipes with murrum including dressing, tampering etc. complete.
1823.23
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Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (B) Rubble Masonry
234
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Dismentaling & disposal of unserviceable material with all lead and lift. (A) R.C.C Work
246.2
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Demoliton of brick work and stone masonary incl. stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (ii) in cement mortar
605
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Demolition and desposal of HP pipe with all lead and lift
25
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Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm. in depth consolidating each disposited layer by ramming and watering.
2065
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Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(A) From Borrow pits within land width
18195.84
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Surface dressing in one coat with bitumen using 18 Kg bitumen per 10 Sqmt. with 0.15 Cum. of stone chipping 12mm thick nominal size per 10 Sqmt. for fist coat including the consolidation etc. complete
17820
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Total Quoted:
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Total Rebate If Any(In Percentage):
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Notes:-
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An FIX amount of Rs. 73,59,389.55 (Rs. Seventy Three Lakh, Fifty nine thousand Three hundred eighty nine and Ps. Fifty five only) shall be deducted from the Ist R.A. bill payable to the contarctor towards cost of dismentalled materials.
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All work shall be carried out as per Public works Deptt. Hand Book and other I.S.specification and other Specification of the Division
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All the columns in schedule should be filled in INK and total of entires in the last column should be struk by the contractor under his signature.
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Rates quoted include clearance of site (Prior commence of work and as its colser) in all respected and hold good for work under all conditions, site moisture weather etc.
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The contractor shall exhibit the details of work, tender amount and specifications as per Govt. Circular No. ED/6/32772/N Dtd. 26-04-1978 and as per G.R. No. TNC/9/24/C Dtd. 18-11-91 as directed by the Engineer-in-Charge of the work on board at site of work which contractor is not entitle for any extra payment.
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Testing of materials be as per statement attached with Specifications, the materials shall be tested. Bill for testing shall be paid by the Deptt., and 1% of the (one Percent) of amount put to tender after deducting the cost of materials as per Schedule-A shall be deducted from the Running Account Bills of the work (As per G.R. R & B Deptt. No. INC/1095/4/C Dtd. 20-12-91.
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The Contractor shall quote even "NIL" if no reduction is proposal.
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In item of BM / SDBC where there is change in Bituminous content for mixing as per actual mix design, the difference of asphalt consumption shall be deducted from tendered rate of original item at the rate of stare rate mentioned in the tender.
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In RCC Items where there is change of grade mix or change as per actual mix design the difference of cement consumption shall be deducted from rate of original item as per rate of star rate mentioned in the tender.
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The Govt. of India have implemented G.S.T. from Date 1/7/2017 as such contractors are advised to consider the Provision of deduction of G.S.T. from the bills and they are advised to quote their rates accordingly. The Deptt. will not take any responsiblity of such tax or no addnl. amount shall be paid for the same
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As per modification in Clause 14 of this tender, the Govt. vide Rso. dated 11.7.17 has modified the same as under [i] Excess upto 10% at Tender Rates [ii] Excess More than 10% at either tender rates or estimated rates which ever is lass. The contractors are advised to quote their rates accordingly considering above modifications
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