Roads And Buildings Department Tender
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The Roads And Buildings Department has issued a formal invitation for competitive bids for Construction Of 2 Vent Of 8.37 Effective Span Slab Culvert At Km 0/2-4 From Pwd Road (nh-63) To Anjaneya Swamy Temple In Vempally Village Of Hajipur Mandal In Mancherial District. in Mancherial, Telangana, with an estimated contract value of Rs. 39,57,319. The bid opening date for this tender is 24-01-2025 and the last date for bid submission is 31-01-2025. Interested bidders for Roads And Buildings Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Roads And Buildings Department Tender
Civil And Construction
Bridge Construction
Opening Date24 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 39,57,319
Costs
EMD
₹ 39,573Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
571731Bid Award Id
ViewTender No
SE MNCL NIT No.SE/R&B/MNCL/04/2024-25 ,Dated:17.01.2025Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://https://roadbuild.telangana.gov.in/
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BOQ Items
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2 vent of 8.37 effective span Slab Culvert;Providing and laying Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBT 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 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 & 2100 (5th Revision ) and as directed by the Engineer-in-Charge for RAFT foundation
99
6672
660528
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2 vent of 8.37 effective span Slab Culvert;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 including _ charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge- In ordinary soils upto SDR soils By Mechanical means upto 3M Depth.
387
144
55728
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2 vent of 8.37 effective span Slab Culvert;Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision)
43
457
19651
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2 vent of 8.37 effective span Slab Culvert;Proving and laying Vibrated cement concrete M 20 Grade Concrete using 40mm , 20mm and 10mm size HBT 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, 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, 2200 (5th Revision) for Sub structure for Abutments, Piers & wing walls-Up to 5 m Height
94
6767
636098
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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from approved brands by Board of Chief Engineers 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 Super structure of R.C.C items.
9.82
77553
761570
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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from approved brands by Board of Chief Engineers 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 foundations of R.C.C items.
4.28
74989
320953
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2 vent of 8.37 effective span Slab Culvert;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, 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 Abutment Bed blocks & Backing walls, (Sub Structure)- up to 5 m Height
11
7074
77814
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2 vent of 8.37 effective span Slab Culvert;Vibrated cement concrete M 20 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 footings of Abutments, piers and wing walls.
26
6195
161070
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2 vent of 8.37 effective span Slab Culvert;Providing & laying PCC (1:3:6) nominal mix using 40mm 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 and labour charges, excluding seigniorage charges, centering, machine mixing, laying, Placed in foundation and compacted by vibration, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MORT&H spn.no.2100( 5th revision) and as directed by the Engineer -in-Charge Under Abutments, Piers & wing walls.
14
6132
85848
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2 vent of 8.37 effective span Slab Culvert;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 ,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.
16
2421
38736
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2 vent of 8.37 effective span Slab Culvert;Back filling behind Abutments with selected Soil including cost ,conveyance 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
12
368
4416
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2 vent of 8.37 effective span Slab Culvert;Providing and placing reinforced cement concrete in Super Structure of VRCC M30grade as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600, 1700, 1900 & 2300 excluding cost of steel & its fabrication charges including cost, 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 by the Engineer-in-Charge . As per MOST Drg.No:SD/114 -5m to 10m height
112
8087
905744
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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from from approved brands by Board of Chief Engineers 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 Sub structure of R.C.C items.
0.66
75320
49711
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