Tribal Welfare Engineering Department Tender
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Contact
Tender Id
447936Bid Award Id
ViewTender No
SE/TW/WGL/NIT/490/2023-2024, Dt: 05.08.2023Tender Authority
Tribal Welfare Engineering Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
B.Road;Providing and laying stone boulders for apron for bed protection with stone boulders of minimum size 300mm thick other than granite and weighing not less than 40kgs as per Table 1300.1 laid dry including cost and conveyance of all materials to site, and labour charges complete for finishd item of work as per drawing and technical specifications clause 1301 MORD /2503 MORTH
83
3127
259607
B.Road;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 seignorage charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 and Clause 2200 of MoRT&H (4th Revision) and 1204.3.8 MORD complete for finished item of work.
13.4
3180
42615
B.Road;Providing weep holes in plain / reinforced concrete Abutments, Return walls and wing walls with 110mm Diameter PVC 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., as per technical specification MoRT&H 2706 & 2200 (4th Revision), 614, 709, 1204.3.7 MORD complete for finished item of work for weep holes.
60
432
25926
B.Road;Construction of RCC railing of M25 grade, aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000mm, leaving and adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per MORTH spn nos.2703, 1500, 1600 & 1700 excluding cost of steel and its fabrication charges
42
1120
47040
B.Road;Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBG crushed stone aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50) (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 labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing BD/1-69 (A) but excluding cost of steel and its fabrication charges as per technical specification MoRT&H 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach Slab
8
6472
51782
B.Road;Providing Plain Cement Concrete (1:3:6) 40mm, 20mm and 10mm size HBG crushed stone aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50) and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site like cement, fine aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50), and labour charges for centering, machine mixing, laying concrete in position, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 and 2700 (4th Revision), and 800 and 1211 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course below approach slab
8
6616
52934
B.Road;Embankment Carted earth:Forming embankment with approved material obtained from borrowpits with a lead upto 1000 meters useful 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 and conveyance of soils and depositing the soil on the embankment, spreading, breaking clods, sectioning, grading and consilodation with vibratory roller at OMC to meet the requirement of table 300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and operational charges of T&P and , as per MoRT&H specification 305 (4th revision) 301.5 of MORD complete for finished item of work. (Payment will be made based on level for finished item of work).
121
239
28931
B.Road;Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBG crushed stone aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50) (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 labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing BD/1-69 (A) but excluding cost of steel and its fabrication charges as per technical specification MoRT&H 1500, 1600,1700, & 2702 (4th Revision) and 800, 1206.3 MORD as directed by the Engineer-in-Charge complete for finished item of work for wearing coat
8
7634
61074
B.Road;Back filling behind Abutments Wing walls and return wall complete with gravel including cost and conveyance of all materials to site, and , of all materials and labour charges etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 (4th Revision) and 1204.3.8 MORD as per Drawing and complete for finished item of work.
57.75
785
45380
B.Road;Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50) (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 labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including other incidental hire and operational charges of all T&P 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 MoRTH specification 1500,1600,1700 & 2200 (4th revision ) and 800, 1205.4, 1205.5 MORD and as directed by the Engineer-in-Charge for Super Structure Deck Slab
15.75
8914
140396
B.Road;Vibrated reinforced cement concrete design Mix M 25 grade using 20mm & 10mm HBG crushed stone aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50) (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 labour charges for centering, machine mixing, laying concrete in position, vibrating, curing etc., including other incidental hire and operational charges of all T&P 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 MoRTH specification 1500,1600,1700 & 2200 (4th revision ) and 800, 1205.4, 1205.5 MORD and as directed by the Engineer-in-Charge for bed blocks
77
8761
674620
B.Road;Vibrated plain / reinforced 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 ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50), 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., as per technical specification MoRT&H 1500,1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORD complete for finished item of work for SUB Structure Abutetment, Pier, Wing wall etc.,
66
6661
439679
B.Road;Vibrated plain / reinforced 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 sitelike cement, fine aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50), 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., as per technical specification MoRT&H 1500,1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORD complete for finished item of work for Footings of Abutments, piers, wing walls and raft foundations
79
6298
497570
B.Road;Providing Plain/reinforced Cement Concrete (1:3:6) mix M10 Grade using 40mm (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site like cement, fine aggregate ( natural river sand and Manufactured Sand (Rock sand) in the ratio of 50:50), and labour charges for centering, machine mixing, laying concrete in position, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course.
13.4
6211
83233
B.Road;Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations
252
125
31525
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