Roads And Buildings Department Tender
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Costs
EMD
₹ 1,10,79,700Document Cost
Refer DocumentsTender Fee
₹ 29,500
Summary
I) Widening And Strengthening Of 2 Lane To 4 Lane On Mahabubnagar - Chincholi Road From Km 58/0 To 61/0 (kodangal Mandal Hq) In
Description
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Contact
Tender Id
568421Tender No
e NIT No.03/1/VKB/DCE(R)/EE-R/DEE-I/AEE-I/2024-25, Date.10.01.2025Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://http://www.rnbgujarat.org/
GEM & Bid Advisory Services
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BOQ Items
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boq;Providing Weep holes in RCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision) for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
340
439
149260
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boq;Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal (excluding seigniorage) charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
200
2496
499200
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boq;Back filling behind abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
668
353
235804
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boq;Providing and laying filter material with selected earth underneath pitching in slopes including cost, (excluding seigniorage) charges and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
48
353
16944
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boq;Providing dry rough stone revetment 300 mm thick with HBG stone of not less than 300 mm size including cost, (excluding seigniorage) charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
30
2245
67350
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boq;Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, _ charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (5th revision ) and as directed by the Engineer-in-Charge for quadrential revetment. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
94
3227
303338
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boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for foundation RCC items. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
60
81307
4878420
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boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
14
81624
1142736
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boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for superstructure RCC items. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
74
83812
6202088
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boq;Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
68
6851
465868
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boq;Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification as directed by the Engineer-in-Charge for wearing coat over deck slab for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
82
6697
549154
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boq;Vibrated reinforced cement concrete M 30 grade for approach slab using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2704 (5th revision ) and as directed by the Engineer-in-Charge for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
58
6702
388716
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boq;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500, 1700, 2100 (5th Revision). for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
16
7079
113264
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boq;Vibrated reinforced cement concrete M30 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operatio nal charges of T&P required etc., complete as per MoRT&H Specification 1500, 1600, 1700 (5th Revision) in superstructure for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
852
7906
6735912
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boq;Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for substructure for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
42
7204
302568
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boq;Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for foundation for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
1008
6794
6848352
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boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500, 1700, 2100 (5th Revision) for substructure for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
734
6704
4920736
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boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500, 1700, 2100 (5th Revision) for foundation for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
446
6338
2826748
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boq;Plain Cement Concrete (1:3:6) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
124
6262
776488
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boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. for Bridges at Km 5/2-4, Km 6/8-10 for Basheerabad to Mailwar road from Km 0/0 to 11/6
2832
138
390816
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boq;Providing & fixing junction boards of size 1500x1200 mm made out of Type-XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRS 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4mm into the ground by M-15 Concrete foundation of size 450x600mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
16
34327
549232
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boq;Manufacturing and supplying and fixing of Precast RCC precasted Hectometer stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Chargefor Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
47
748
35156
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boq;Manufacturing and supplying and fixing of Precast RCC precasted Ordinaray KM stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
8
2592
20736
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boq;Manufacturing and supplying and fixing of Precast RCC precasted stone 5th KM stones using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
3
4371
13113
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boq;Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m 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 150X75X5mm, 330mm long complete as per Clause 810 for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
1000
3183
3183000
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boq;Providing and fixing facility informatory sign board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
20
9629
192580
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boq;Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type ? xi of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
50
5158
257900
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boq;Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
16
11862
189792
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boq;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
30
8192
245760
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boq;Supplying & Fixing of Molded Shanks Raised Pavement Markers and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
2491
399
993909
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boq;Supplying of hot applied thermoplastic road marking compound, 10 mm thick (in four layers each of 2.5mm thick) for rumble strip including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
105
2797
293685
... More
boq;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking for Road Safety Interventions for Basheerabad to Mailwar road from Km 0/0 to 11/6
1463
728
1065064
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Pipe Culverts for Pipe Culverts for Basheerabad to Mailwar road from Km 0/0 to 11/6
465
10291
4785315
... More
boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision) for Pipe Culverts for Pipe Culverts for Basheerabad to Mailwar road from Km 0/0 to 11/6
894
6004
5367576
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Pipe Culverts for Pipe Culverts for Basheerabad to Mailwar road from Km 0/0 to 11/6
214
5223
1117722
... More
boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge for Pipe Culverts for Basheerabad to Mailwar road from Km 0/0 to 11/6
2009
123
247107
... More
boq;Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 metres for Pipe Culverts for Basheerabad to Mailwar road from Km 0/0 to 11/6
422
533
224926
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 450 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Utility crossing. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
250
2549
637250
... More
boq;Supplying and laying of separation membrane separation membrane 125 micron and as per ISI standard specification duly fixing over DLC including cost, conveyance of all materials etc.., complete and as directed by the Engineer-in-charge during execution of work for Road Work for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
7000
19
133000
... More
boq;Contraction sawn joint groove (using diamond studded blades) 2 mm wide and 1/3 depth of the Cement Concrete pavement (slab). These grooves shall be cut when the concrete is greenish or with in 24hrs of laying. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
12993
60
779580
... More
boq;Construction of Cement Concrete road by providing VCC M 40 Grade pannel of size (1.0mx1.0m) using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2), Macro Synthetic Fibres of 45mm length @ 0.6 to 2 Kg/cum including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
1400
7107
9949800
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
720
5223
3760560
... More
boq;Construction of earthen shoulders with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision) for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
23432
326
7638832
... More
boq;Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 509 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
2226
11767
26193342
... More
boq;Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with full width full width paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
3710
10455
38788050
... More
boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
148400
13
1973720
... More
boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
74200
45
3339000
... More
boq;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
19345
2876
55636220
... More
boq;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
17222
2603
44828866
... More
boq;Construction of subgrade with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision) for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
41900
451
18896900
... More
boq;Construction of embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR == 10%, PI <= 18%, by mechanical means upto SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
32364
371
12007044
... More
boq;Forming embankment with excavated earth obtained from roadway excavation for Embankment by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 (5th revision). for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
6960
123
856080
... More
boq;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock,loading in tippers and disposal with all lifts and lead up to 1000mts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
150
722
108300
... More
boq;Earthwork excavation for road way in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge. for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
13920
52
728016
... More
boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
40600
10
414120
... More
boq;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision for road work for Basheerabad to Mailwar road from Km 0/0 to 11/6
9.5
39155
371973
... More
boq;Providing 25.4 mm mastic pads for longitudinal joints, transverse , expansion joints and construction joints of approved quality including cost of conveyance and placing in position etc. as directed by the Engineer-in-Charge. ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
141
1186
167226
... More
boq;Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
34
6389
217226
... More
boq;Providing and laying boulders apron for bed protection against scour with stone boulders weighing not less than 40kg with 300mm thick each complete as per drawing and specification. complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
1467
1877
2753559
... More
boq;Providing Weep holes in RCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision) ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
598
439
262522
... More
boq;Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal (excluding seigniorage) charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
389
2223
864747
... More
boq;Back filling behind abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
952
353
336056
... More
boq;Providing and laying filter material with selected earth underneath pitching in slopes including cost, (excluding seigniorage) charges and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
74
353
26122
... More
boq;Providing dry rough stone revetment 300 mm thick with HBG stone of not less than 300 mm size including cost, (excluding seigniorage) charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
51
1972
100572
... More
boq;Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, _ charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (5th revision ) and as directed by the Engineer-in-Charge for quadrential revetment ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
145
2938
426010
... More
boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for foundation RCC items ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
115
81307
9350305
... More
boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
27
81624
2203848
... More
boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for superstructure RCC items ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
159
83812
13326108
... More
boq;Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
145
6549
949605
... More
boq;Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification as directed by the Engineer-in-Charge for wearing coat over deck slab ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
170
6389
1086130
... More
boq;Vibrated reinforced cement concrete M 30 grade for approach slab using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2704 (5th revision ) and as directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
115
6389
734735
... More
boq;Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500, 1700, 2100 (5th Revision) ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
32
6759
216288
... More
boq;Vibrated reinforced cement concrete M30 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500, 1600, 1700 (5th Revision) in superstructure ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
1810
7536
13640160
... More
boq;Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for substructure ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
87
6866
597342
... More
boq;Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for foundation ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
1958
6476
12680008
... More
boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500, 1700, 2100 (5th Revision) for substructure ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
1520
6366
9676320
... More
boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500, 1700, 2100 (5th Revision) for foundation ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
973
6019
5856487
... More
boq;Plain Cement Concrete (1:3:6) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
263
5955
1566165
... More
boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. ,for Bridges at Km 0/8-10, 4/8-10, 9/2-4, 15/6-8 (4 Nos)Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
6435
138
888030
... More
boq;Providing & fixing junction boards of size 1500x1200 mm made out of Type-XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRS 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4mm into the ground by M-15 Concrete foundation of size 450x600mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
20
34327
686540
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted Hectometer stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Charge,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
68
735
49980
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted Ordinaray KM stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Charge,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
12
2518
30216
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted stone 5th KM stones using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Charge,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
4
4263
17052
... More
boq;Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m 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 150X75X5mm, 330mm long complete as per Clause 810 ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
1000
3183
3183000
... More
boq;Providing and fixing facility informatory sign board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
30
9629
288870
... More
boq;Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type ? xi of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
60
5158
309480
... More
boq;Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
20
11862
237240
... More
boq;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
30
8192
245760
... More
boq;Supplying & Fixing of Molded Shanks Raised Pavement Markers and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 ..
7124
399
2842476
... More
boq;Supplying of hot applied thermoplastic road marking compound, 10 mm thick (in four layers each of 2.5mm thick) for rumble strip including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
158
2797
441926
... More
boq;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking ,for Road Safety Interventions Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
4031
728
2934568
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Pipe Culverts Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
420
10077
4232340
... More
boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision),for Pipe Culverts Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
978
5702
5576556
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge ,for Pipe Culverts Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
210
4948
1039080
... More
boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge ,for Pipe Culverts Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
1885
123
231855
... More
boq;Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 metres ,for Pipe Culverts Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
453
533
241449
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 450 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Utility crossing ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
240
2505
601200
... More
boq;Supplying and laying of separation membrane separation membrane 125 micron and as per ISI standard specification duly fixing over DLC including cost, conveyance of all materials etc.., complete and as directed by the Engineer-in-charge during execution of work ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
8000
19
152000
... More
boq;Contraction sawn joint groove (using diamond studded blades) 2 mm wide and 1/3 depth of the Cement Concrete pavement (slab). These grooves shall be cut when the concrete is greenish or with in 24hrs of laying ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
15190
60
911400
... More
boq;Construction of Cement Concrete road by providing VCC M 40 Grade pannel of size (1.0mx1.0m) using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2), Macro Synthetic Fibres of 45mm length @ 0.6 to 2 Kg/cum including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement. ,Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
1600
6824
10918400
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement , Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8
816
4948
4037568
... More
boq;Construction of earthen shoulders with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision) ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
33936
326
11063136
... More
boq;Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 509 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
4800
11457
54993600
... More
boq;Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with full width full width paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
8000
10145
81160000
... More
boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
320000
13
4256000
... More
boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
160000
45
7200000
... More
boq;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
41200
2607
107408400
... More
boq;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
35168
2342
82363456
... More
boq;Construction of subgrade with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision),for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
75953
451
34254803
... More
boq;Construction of embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR == 10%, PI <= 18%, by mechanical means upto SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision),for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
36792
371
13649832
... More
boq;Forming embankment with excavated earth obtained from roadway excavation for Embankment by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 (5th revision),for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
10080
123
1239840
... More
boq;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock,loading in tippers and disposal with all lifts and lead up to 1000mts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
150
722
108300
... More
boq;Earthwork excavation for road way in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
20160
52
1054368
... More
boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 ,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8 .
92400
10
942480
... More
boq;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision,for Road Work Widening and Strengthening from Double Lane to Two Lane Paved Shoulders from Aganoor to Basheerabad Road from Km 0/0 to 16/8
15
39155
587325
... More
boq;Providing & fixing junction boards of size 1500x1200 mm made out of Type-XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRS 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4mm into the ground by M-15 Concrete foundation of size 450x600mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
8
34327
274616
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted Hectometer stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Chargefor Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
12
782
9384
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted Ordinaray KM stone using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Chargefor Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
3
2655
7965
... More
boq;Manufacturing and supplying and fixing of Precast RCC precasted stone 5th KM stones using 20 mm IRC GBG metal including cost & conveyance of all materials and steels with its fabrication, cutting, bending, wastage placing grills in position including cost of binding wire and labour charges, centering, laying concrete, tamping, vibrating and palstewring with 20 mm thick in CM(1:3) prop, including cost & conveyance of all materials labour charges and all leads and curing for work and fixing of CC (1:4:8) and excavating the pit and fixing the stone in position including painting and figuring as directed by the Engineer-in-Chargefor Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
1
4521
4521
... More
boq;Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m 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 150X75X5mm, 330mm long complete as per Clause 810for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
700
3183
2228100
... More
boq;Providing and fixing facility informatory sign board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Chargefor Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
8
9629
77032
... More
boq;Providing fixing of Median Marker made of polycarbonate/ABS for impact resistance and good weatherability. Polycarbonate/ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal / Circular structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956 & IRC 67-2012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles)for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
800
630
504000
... More
boq;Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type ? xi of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of workfor Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
30
5158
154740
... More
boq;Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
56
11862
664272
... More
boq;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
76
8192
622592
... More
boq;Supplying & Fixing of Molded Shanks Raised Pavement Markers and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
3680
399
1468320
... More
boq;Supplying of hot applied thermoplastic road marking compound, 10 mm thick (in four layers each of 2.5mm thick) for rumble strip including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
420
2797
1174740
... More
boq;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC :35, the material should be of BERGER Company/BERGER Equivalent and must comply with the follwing; a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. in case the department approves the white index of any vendor, the department Engineer any carrout random checking of applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor who has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '10' degree centigrade. D) Adhesion: Strong. E) Softening point: 102 degree centigrade. F) Dried film finish: Smooth and uniform. G) Night Vision: High as directed by the Engineer-in- Charge and confrming to IS:164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC35-1997 for lane marking for Road Safety Interventions for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
3451
728
2512328
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of workfor Pipe Culverts for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
240
8890
2133600
... More
boq;Vibrated cement concrete M20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision) for Pipe Culverts for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
338
5642
1906996
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Pipe Culverts for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
73
5015
366095
... More
boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge for Pipe Culverts for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
913
128
116864
... More
boq;Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
8000
110
880000
... More
boq;Construction of median and Island above road level with approved material obtained from borrow pits, Spread, sloped and compacted as per clause 407 of MoRT&H (5th revision) and as directed by the Engineer-in-Charge for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
3200
352
1126400
... More
boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ) for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
98
74291
7280518
... More
boq;Vibrated reinforced cement concrete M25 Grade Concrete for substructure using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500, 1700, 2200 (5th Revision) for substructure for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
720
6089
4384080
... More
boq;Vibrated reinforced cement concrete M25 Grade Concrete for foundation using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500, 1700, 2200 (5th Revision) for median for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
500
5743
2871500
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for median
140
5015
702100
... More
boq;Supplying, laying and fixing of Chequerred Cement Conrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300 x 300 mm and thickness 25mm of any shades, set over base coat of cement mortor 1:6, 12mm thick using screened sand over CC bed already laid or RCC slab including neat cement slurry of honey like consistency spread at 3.3 kgs per sqm and jointed with neat white cement to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water etc. and over heads and contractor's profit etc complete for finished item of work for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
12500
954
11925000
... More
boq;Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW and Shyam as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for substructure RCC items for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
352
74291
26150432
... More
boq;Providing, laying Reinforced cement concrete Hume pipes of 450 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work for Utility crossing for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
240
2290
549600
... More
boq;Vibrated reinforced cement concrete M25 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision) for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
1916
6089
11666524
... More
boq;Vibrated cement concrete M20 Grade Concrete for substructure using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, mixing using concrete batching plant, transporting using transit mixer, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500, 1700, 2200 (5th Revision) for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
6624
5642
37372608
... More
boq;Plain Cement Concrete (1:4:8) nominal mix in foundation using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
1420
5015
7121300
... More
boq;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge for Drain for Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
28392
128
3634176
... More
boq;Construction of earthen shoulders with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision) ,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
8250
328
2706000
... More
boq;Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 509 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge ,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
2788
11518
32112184
... More
boq;Providing and laying 60 mm thick Dense Graded Bituminous Macadam with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with full width full width paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete ,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
4182
10210
42698220
... More
boq;Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge ,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
139400
13
1854020
... More
boq;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
54574
44
2450373
... More
boq;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
13644
2672
36456768
... More
boq;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
11732
2404
28203728
... More
boq;Construction of subgrade with approved material of gravelly soils with CBR =10%, obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes 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 (5th Revision),for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
29170
452
13184840
... More
boq;Construction of embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR = 10%, PI < 18%, by mechanical means upto SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision),for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ).
41215
373
15373195
... More
boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 ,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
10780
10
113621
... More
boq;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision,for Road work Widening and strengthening of 2 Lane to 4 Lane on Mahabubnagar - Chincholi Road from Km 58/0 to 61/0 (Kodangal Mandal HQ)
3.7
39698
146883
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