Roads And Buildings Department Tender
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Roads And Buildings Department Tender
Civil And Construction
Bridge Construction
Opening Date5 Sep 2024
Closing Date20 Sep 2024
Tender Amount₹ 37,00,509
Costs
EMD
₹ 37,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
541562Tender No
Superintending Engineer(R&B) Circle,Khammam NIT No.6/SEK/KMM/ 2024-25 Dt:04.09.2024 (4th call)Tender 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;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, _ and conveyance of all materials to site and all labour charges for 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 Levelling course below approach slab.
13
5330
69290
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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, _ 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 Approved drawing, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.
27
6577
177579
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BOQ;Vibrated reinforced cement concrete M 40 grade using 20mm & 10mm hard broken graded granite crushed metal (SS-5) including cost, 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 and all water leads etc., complete 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 809,1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Crash barrier, excluding Reinforcement.
7
6355
44485
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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, _ 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 M.O.T.drawing SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat over Box culvert.
10
6580
65800
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BOQ;Supplying ,fitting and placing uncoated HYSD bar Fe-500, (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW & Shyam Steel as approved by Ministry of Steel) reinforcement in super structure complete as per drawing and Technical Specifications as per MoRTH specification No. 1600. including 5% wastage for laps, joints, welding etc. for SUPER STRUCTURE Crash Barrier complete for finished item of work
1.21
84136
101805
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BOQ;Providing HYSD bars (Fe-500) of different diameters, procured from (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW & Shyam Steel as approved by Ministry of Steel) 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 Sub-structure of R.C.C items.
15.1
82343
1243379
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BOQ;Back filling behind Abutments with Selected earth 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.
108
189
20412
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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 athickness 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 _ 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.
42
1650
69300
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BOQ;Providing grouted rough stone revetment 300 mm thick with 300mm size rough stone grouted with 0.20 Cum.of C.C.1:4:8 mix using 40mm size HBG metal / chips (SS5)graded includingcost, conveyance ofall materials to site, labour charges curing etc. complete for finished item of work as per MoRT&H Specification no. 2504
8
2471
19768
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BOQ;Providing and laying boulders apron on river bed bed for protection against scour with stone bouldersweighingnot less than 40 kg each complate asper drawing andTechnical Specifications Boulder Laid Dry without Wire Crates
100
1545
154500
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BOQ;Providing weep holes in VCC Abutments, Return walls and wing walls 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).
51
267
13617
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BOQ;Supplying and fixing of GI drainage spouts complete as per MoRT&H Specification No.2705 and as per drawing SD/103.
2
2617
5234
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BOQ;Pitching with 300 mm size rough stone 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
7
1502
10514
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BOQ;Providing and laying filter material with Gravel underneath pitching in slopes including cost, _ 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 under Revetment.
26
1000
26000
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BOQ;Forming embankment with borrowed useful earth with 5Km lead from outside road boundary 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 (5 th revision) (Payment will be made based on level for finished item of work).
75
294
22050
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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. (Payment based on levels only).
56
1572
88032
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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.
71
2399
170329
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BOQ;Providing and applying Prime coat with bitumen Emulsion (Slow setting/Bulk) using emulsion pressure distributor at a rate of 0.70kg/sqm on a prepared surface of granular base including cleaning of road surface, the finished item of work as per MoRTH specification 502 (5th revision).
275
70
19498
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BOQ;Providing and applying tack coat with bitumen of VG-10 grade (Bulk) using bitumen 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 0work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
275
14
3988
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BOQ;Providing and laying 30mm compacted Bituminous Concrete with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBG crushed aggregates of Grading-2 as per table 500-7 of specification 507 of MoRTH (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler including cost and conveyance of all materials to work site and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per MoRTH specification 507 (5th revision) complete and as directed by the Engineer-In-Charge.
9
10541
94869
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