Planning Development And Monitoring Department Tender
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Planning Development And Monitoring Department Tender
Eprocure
Opening Date9 Jun 2020
Closing Date20 Jul 2020
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_jtfrp_97940_1Bid Award Id
ViewTender No
Roads/jammu/Tutian/revisedTender Authority
Planning Development And Monitoring Department ViewPurchaser Address
-Website
http://http://jkplanning.gov.in/
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Documents
BOQ Items
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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 within all lifts and lead as per MoRTH clause no 301 (Ordinary Soil)
3341.75
-
100
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Removal of unserviceable soil including excavation, loading and disposal uptowithin all lifts and lead but excluding replacement by suitable soil which shall be paid separately
668.35
-
100
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of as per MoRTH clause 305.
23196.73
-
100
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table as per MoRTH clause 305.
3007.58
-
100
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Construction of unpaved shoulders with approved material( PI max-6%) obtained from available material approved by the EIC with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of as per MoRTH clause 305 (Rolling with Vibratory Roller).
5500
-
100
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Pavement Work
-
-
-
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Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of as per MoRTH clause 305
1463.89
-
100
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Construction of crushed granular sub-base Grade-II by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH Clause 401
2845.41
-
100
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Providing, laying, spreading and compacting graded stone aggregate to water bound macadam (For layer II- Gr III and for layer I-Gr -II )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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MoRTH clause 404
11557.75
-
100
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Providing and applying Prime coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying Prime at the rate of 0.7 kg/sqm using mechanical means as per MoRTH clause 502
47444.43
-
100
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Providing and applying tack coat with bitumen emulsion complying with IS-8887-1995 spraying the bitumen emulsion with mechanically operated spray unit,cleaning and preparing the existing road surface as per spec over W.B.M @ 0.4Kg/sqm
94888.86
-
100
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Providing and laying2.5 cm premix carpet surfacing withwith 2.25cu.m. and 1.12 cu.m of stone chippings of 13.2 mm and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately)
88419
-
100
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Providing and laying seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen ' .per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
47444.43
-
100
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Providing and laying 2.5 cm premix carpet surfacing withwith 2.25cu.m. and 1.12 cu.m of stone chippings of 13.2 mm and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately)
47444.43
-
100
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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with F. E. loader, hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers,as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/tack coat.
2372.22
-
100
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Culvert
-
-
-
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Earthwork in excavation of foundation for structures including pipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H specifications clauses 304 & 2903.
6038.63
-
100
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Back filling behind abutments, wing walls and return walls with selelcted granular material of approved quality with all leads and lifts complete as per drg. and MORT&H specifications clauses 305 & 2907.
133.99
-
100
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Filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specification Clauses 305, 309 & 2504.
179.68
-
100
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Providing & Laying Plain Cement Concrete levelling course in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. (M-15 Grade)
1725.8
-
100
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Providing & Laying Reinforced Cement Concrete in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. (M-25 Grade)
362.75
-
100
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Cement Concrete / Reinforced Cement Concrete in sub-structure including form work but excluding reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2200. (M-25 Grade)
399.58
-
100
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Reinforced Cement Concrete in super-structure including centring and shuttering but excluding reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2300. (M-25 Grade)
104.9
-
100
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Supplying, fitting & placing in position HYSD / TMT bar reinforcement complete as per drg. and MORT&H specifications sections 1600.
-
-
-
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Foundation
10.77
-
100
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Sub-Structure
19.43
-
100
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Super Structure
10.49
-
100
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Providing & fixing Bitumen impregnated fibre board expansion joints complete as per drg. and Technical specifications
196
-
100
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Providing weep holes in brick masonry / plain / reinforced concrete abutment, wing walls / return wall with 100mm dia AC pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.
294
-
100
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Providing, laying & jointing RCC NP4 pipe including testing complete as per drg. & MORT&H specifications section 2900. (1200mm dia)
468
-
100
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Rigid apron 150mm thick flat stone embedded in 300mm thick M-15 grade concrete as per drawing and technical specification Clause 2505.
1335.91
-
100
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Providing & laying stone boulder apron complete as per drg. & MORT&H specifications section 2500
1485.54
-
100
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Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
243.5
-
100
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Providing & laying stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
486.99
-
100
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Providing & laying stone pitching on slopes for pipe culvert complete as per drg
467.21
-
100
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Providing & laying selected granular material for pipe bedding as per drg. and MORT&H specifications section 2900.
416.5
-
100
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Providing cement concrete in curtain wall complete as per drg. and MORT&H specifications sections 1500, 1700, 2100, 2200 & clause 2507.(M-15 Grade)
559.55
-
100
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Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
882
-
100
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Drainage Spouts complete as per drawing and Technical specification
14
-
100
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
70.56
-
100
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
205.8
-
100
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Dismantling
-
-
-
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Plain Cement Concrete
53.74
-
100
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Pipe
450.53
-
100
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Brick / Stone Structures
499.67
-
100
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Drain
-
-
-
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Earthwork in excavation of foundation for structures including all types of soil including lead & lifts complete as per drawings and MORT&H specifications clauses 304 & 2903.
6705
-
100
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Providing & Laying Plain Cement Concrete M-15 levelling course in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
3893.63
-
100
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Traffic Signs, Marking and Appurtenances
-
-
-
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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 encapsulated lens type reflective sheeting vide 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
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90 cm equilateral triangle (Give Way)
2
-
100
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60 cm equilateral triangle
115
-
100
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90 cm circular(Speed Limit at sharp bend)
226
-
100
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90cm x 30cm rectangular (Object hazard)
312
-
100
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60 cm x 45 cm rectangular (Place identification)
14
-
100
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60 cm x 50 cm rectangular Chevron ( at sharp bend)
4
-
100
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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 asper IRC:67 made of encapsulated lens type reflective 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 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
1.08
-
100
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)
2200
-
100
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Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
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5th kilometre stone (precast)
2
-
100
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Ordinary Kilometer stone (Precast)
9
-
100
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200 mt stone (Precast)
44
-
100
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Road Delineators (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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.)
1606
-
100
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Convex Mirror at sharp curved
58
-
100
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Parapet wall white painting
8418
-
100
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Parapet wall PCC M-15
1311
-
100
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Protection Work
-
-
-
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Earthwork in excavation of foundation for structures including pipe culverts in all types of soil including lead & lifts complete as per drawings and MORT&H specifications clauses 304 & 2903.
1080.3
-
100
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Filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specification Clauses 305, 309 & 2504.
174
-
100
... More
Providing & Laying Plain Cement Concrete (M-15) levelling course in open foundation including centering and shuttering but excluding reinforcement all complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
1248.92
-
100
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Providing weep holes in Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
520
-
100
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Environment and Social Management Plan.
-
-
-
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SITE SAFETY MEASURES: Barricading as Per IRC SP-55. Rate shall be inclusive of cost of providing all materials and fixing arrangements, including excavation, transportion to site, fixing, backfilling, removal of the complete barricading after construction work is over and rehabilitation of the site etc., with all incidental charges, leads, lifts and all taxes and duties as applicable and as specified by Engineer-in-charge. Material of barricading shall be the property of contractor after completion the work. Barricading shall be maintained throughout the construction period. It should be installed in a manner so that one cannot crawl underneath it, should be sturdy enough to bear normal wear and tear at the construction site, should not topple off and hurt someone and should be strong enough to withstand the elements, including high wind conditions.
500
-
100
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Provision, installation and maintenance of cautionary/warning signage, including diversion boards as per IRC specifications (SP:55, 2014) on the main road and along the access, including cost of boards and other materials required for fixing, with all incidental charges leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge
2
-
100
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Cost towards first aid and emergency response arrangements in the camp and worksite (including fire and electrical safety provisions)
1
-
100
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Cost towards periodic health check-ups once in three months for all construction workers
1
-
100
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Wet type portable toilet (MS fabricated) 2 seats (1 for men and 1 for women with separate entrances), fitted with 2000 liters capacity overhead tank and 500 liters capacity bottom tank, fitted with Indian type of pot with other facilities such as tap, lighting and ventilation; and sludge tank of capacity 1000L, and stationed at a suitable place in or around 50 meters from work front. Includes cost of water, cost for emptying of bottom tank through mobile suction machine, attendant cost for looking after cleaning and operation of the toilets, all materials and labour charges, all incidental charges, leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge.
2
-
100
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Dry type portable toilet (MS fabricated) (bio digestor) of approved design with 2 seats (one for men and one for women). Includes cost of water, cost for emptying of bottom tank through mobile suction machine, attendant cost for looking after cleaning and operation of the toilets, all materials and labour charges, all incidental charges, leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge.
2
-
100
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Providing of mobile drinking water counter/kiosk, fabricated from stainless steel with 300 liters capacity, with two taps and with bottom tank (300 litre holding capacity) to collect waste water and stationed at a suitable place within operational area, with one common attendant for both mobile toilet and drinking water kiosk. Cost includes charges for emptying bottom tank through suction machine, shifting cost of the kiosk from one operational area to another area, attendant cost for looking after cleaning and operation, all materials and all labour charges, all incidental charges, leads, lifts and all taxes as applicable from time to time and as specified by Engineer-in-charge
2
-
100
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OTHER ENVIRONMENT, HEALTH AND SAFETY MEASURES: Information dissemination about type and schedule of civil works, utility shifting/damage/emergency repairs, complaint handling and all such issues that affect public/near-by residents Road users close to the work zone. Dissemination modes to include display of banners/notices, distribution of handbills, organization of meetings and other appropriate means at least once in a month for the entire project duration.
9
-
100
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Provision of Project Information Board in sheet steel and all supports, including fixing and maintenance during the entire project. Minimum board size should be 3 meters x 2 meters, with necessary information in English and local language written in black paint with white back ground. The board details and the required information will be furnished by the Engineer. The complete design, including logo and information to be displayed shall be approved by the Engineer
2
-
100
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Cost of environmental monitoring (air, water and noise) during entire construction period . Ambient Air quality, Ambient Noise level and water quality monitoring. (24 Hourly Ambient Air Quality Monitoring for PM2.5 PM10,SO2, Nox and CO)-Noise Levels (dB) for Day and Night, Water Monitoring- . AAQ- Once before start of work and thereafter once in every quarter, AAN-Once before start of work and thereafter once in every month, Water monitoring – once before start of work & thereafter after completion of work
1
-
100
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Providing of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene(LDPE) material with a square base of 390x390x35mm and a height of 770mm, 4Kg in weight, placed at 1.5m interval, all as per BS 873 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc complete Technical Specification section & IRC SP 55-2001.
20
-
100
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Vented Causeways
-
-
-
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Design & Construction of twolane vented causeways including Geotechnical investigation, Topo survey with approach Slabs,Return walls as per GAD including River Training works & River bed protection,(complete job),( total 06nos)
285
-
100
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