Andhra Pradesh Capital Region Development Authority Tender
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Andhra Pradesh Capital Region Development Authority - APCRDA Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Opening Date29 Jul 2024
Closing Date13 Aug 2024
Tender Amount₹ 99,79,303
Costs
EMD
₹ 99,793Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
745973Bid Award Id
ViewTender No
01/CE/ADC/Engg/2024-25/1Tender Authority
Andhra Pradesh Capital Region Development Authority ViewPurchaser Address
-Website
http://https://crda.ap.gov.in/
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BOQ Items
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.
900
2441016
2712.24
Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th Revision).
3375
155891
46.19
Providing and applying tack coat with bitumen Emulsion (Rapid settting) (Bulk) using Emulsion pressure distributor at the rate of 0.275 kgs per sqm on the prepared granular surface (@ 2.5kg to 3.0 kg /10sqm over granular surface treated with primer) 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.
3375
50726
15.03
Providing and applying tack coat with bitumen Emulsion (Rapid settting) (Bulk) using Emulsion pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface (@ 2.0 kg to 3.0 kg /10sqm over bituminous 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
3375
46811
13.87
Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH Batch Mix type/ 40-60 TPH hot mix plant using HBR/HBT crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder VG 40 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher 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 cost of (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th revision).
195
1790040
9179.69
Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH Batch Mix type/ 40-60 TPH hot mix plant using HBR/HBT crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder VG 40 grade @ 4.70% of weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher 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 cost of (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th revision).
185.63
1744650
9398.79
Providing and constructing inlet chamber of 0.6mx0.6mx0.6m dimensions with RCC M25 grade of concrete for slab (Minimum Cement content-403Kg), RCC M25 grade of concrete for Raft and walls (Minimum Cement content-403Kg) and M15 grade of concrete for PCC (Minimum Cement content-275Kg),with galvanised gratings and PVC/HDPE pipe 150mm dia as per drawing and Technical Specifications Clause 309 and Section 1500, 1600 & 1700 (5th Revision).
1
8891
8890.86
Providing and constructing covered drains at medians with RCC M30 grade of concrete for slab (Minimum Cement content-403Kg), RCC M30 grade of concrete for Raft and walls of drain (Minimum Cement content-403Kg), M15 grade of concrete for PCC (Minimum Cement content-275Kg), with sand cushion of 500mm thick, weep holes fitted with geo membrane at every 1m interval complete as per drawing and Technical Specifications Clause 309 and Section 700, 1500, 1600 & 1700 (5th Revision)..
-
-
-
Drain Raft & Walls concrete M-30 grade. Minimum quantity of 403 kg cement to be used per cum of concrete.
16.26
87494
5380.96
Cover with M-30 grade RCC. Minimum quantity of 403 kg cement to be used per cum of concrete.
11.93
64195
5380.96
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)
2.4
192562
80234
Providing and Laying Plain Cement Concrete M 20 kerb as per drawing, Technical Specifications Clauses 409 and Section 1700 (5th Revision) and as directed by the Engineer in Charge.Minimum quantity of 344 kg cement to be used per cum of concrete.-Grade M 20 for Kerb "A" Type Section over WMM
900
289620
321.8
Providing and Laying kerb painting with ordinary paints grade-I (IS:164) complete as per drawing, Technical Specifications Clause 803 (5th Revision) and as directed by the Engineer in Charge-Grade M 20 for Kerb "A" Type Section over WMM
720
98518
136.83
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