Tender For Design And Construction Of Underground Section From Charbagh Metro Station (Ug) To R After Chowk Metro Station (Approx. 6.70 Km Including Station Lengths), Including Construction Of R (Approx. 350 M) To Connect Underground Section To Viadu, Lucknow-Uttar Pradesh

TDR : 56179088

Tender Notice
BOQ

31 Days Left

Lucknow , Uttar Pradesh

Tender Brief : Tender For Design And Construction Of Underground Section From Charbagh Metro Station (Ug) To R After Chowk Metro Station (Approx. 6.70 Km Including Station Lengths), Including Construction Of R (Approx. 350 M) To Connect Underground Section To Viadu

Document Fees
₹ 23600 /-

EMD
₹ 375600000.0 /-

Tender Value
₹ 1877.89 Crore /-

Submission Date
27-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Laying and Jointing PVC Pipe. Heading
2	Quoted Amount of Schedule A
3	Quoted Amount of Schedule B
4	Quoted Amount of Schedule C Note: 1. In case of any discrepancy/dispute in respect of DSR items, the item description, unit and rates of standard DSR shall be applicable. Name of Work: Design and Construction of Underground Section from Charbagh Metro Station (UG) to Ramp after Chowk Metro Station (Approx. 6.70 km including station lengths), including Construction of Ramp (Approx. 350 m) to connect Underground Section to Viaduct Section, and Construction of 07 (Seven) Underground Metro Stations, namely Charbagh, Gautam Buddha Marg, Aminabad, Pandey Ganj, Lucknow City, Medical Chauraha and Chowk Chauraha, including Civil Works, Associated and Ancillary Structures, PEB Structures, Architectural Works, Water Supply, Sanitary Installation, Drainage, External Development, Fire Fighting Arrangements, and complete Electrical & Mechanical (E&M) Works, for Phase-1B of Lucknow Metro Rail Project at Lucknow, Uttar Pradesh, India, under Uttar Pradesh Metro Rail Corporation.Contract No.: LKCC (02)-03 Name of the Bidder/ Bidding Firm/ Company: Sl No. Item Description Quantity Unit Quoted Currency Lump Sum AmountQuoted by Bidder(Excluding GST) Applicable GST rate in % GST Amount on Quoted PriceinRs. P. Total Amount(Excluding GST) TOTAL AMOUNT IN WORDS
5	Schedule A: Price of Lump Sum Portion of Work (IN INR) Note: (i) Interim 'On Account' stage payment shall be made as per Annexures to Schedule A. All the percentage of payments are on the basis of Lump sum amount quoted above in Schedule A. (ii) Tenders will be compared in equivalent Indian Rupees only. This will be achieved by converting the International currency into Indian Rupees as per clause E5.3 of Instructions to Tenderer (ITT). iii) For the purpose of payment, the proportion of the cost of General Item (A1), Under Ground Stations (A2), Tunnel by TBM (A3), Tunnel by Cut & Cover method (A4), Underground Ramp (A5), Elevated Ramp (A6) and Property Development (A7) and it would be considered as 5%, 42%, 44%, 6%, 1% , 0.3 % and 1.7% respectively. Thus, if A is the total cost of lump-sum portion then, A1 = 0.05A A2 = 0.42A A3 = 0.44A A4 = 0.06A A5 = 0.01A A6= 0.003A A7= 0.017A iv) Any variation in the scope of works as shown in the tender drawings will be paid as per the clause 2.3 of Employer's Requirement (Functional)
6	2.0 SCHEDULE-B The work shall be executed under the Schedule of items given in Annexure-B1 to the Schedule-B. The items mainly includes the diversion of uncharted utilities (Civil ,Electrical and Telecom etc.,) and general items like trees cutting/transplant etc. The work shall be executed under the Schedule of items given in Annexure-B2 to the Schedule-B. The items mainly includes the Finishing works, False ceiling and related items etc. The work shall be executed under the Schedule of items given in Annexure-B3 to the Schedule-B. The items mainly includes the water supply, sewage system, drainage etc.
7	2.0 SCHEDULE-C Works Under DSR - 2023 (Civil Works).The work shall be executed under the Schedule of items given in Annexure-C1.1 to the Schedule-C. The items mainly includes the Finishing works, False ceiling and related items etc. Works Under DSR - 2023 Civil Works).The work shall be executed under the Schedule of items given in Annexure-C1.2 to the Schedule-C. The items mainly includes the water supply, sewage system, drainage etc. Works Under DSR - 2023 (Civil Works) All works related to finishing works, sewage & drainage works, unchartered utilities etc. or any other items or works which are not covered in schedule A , B, C1.1 & C1.2 and is to be executed as per the direction of Engineer. Works Under DSR 2023 (for Electrical works) All Electrical works related to unchartered utilities or works which are not covered in schedule A and B and is to be executed as per the direction of Engineer. Works Under DSR 2023 (for Horticulture works) Annexure A1 to Schedule ‘A’ Schedule of On Account Payment Sub-Head:1-A1-General Item No. Item of Payment Stage Payment Percentage payable on A1 component of Lump sum Portion Quoted
8	Soil investigation, Building Condition survey and approval of Instrumentation & Monitoring scheme, construction of contractors site office.
9	Submission and approval of Preliminary, Definitive CRD,GFC and as built drawing including all documentations of design and drawings.
10	Commissioning of Batching Plant and site laboratory, submission of quality, safety, environment and public health (SHE) manuals, traffic diversion schemes duly approved by the Engineer& establishment of PMIS.
11	Submission of Quarterly Audit Reports of Quality, Safety and Environment and Public Health(SHE), Action Taken on non-compliance of non-conformance report and it’s closure during last month and submission of instrumentation data [To be paid quarterly on pro-rata basis for submission of quarterly audit reports and balance amount paid in the final bill]
12	Deployment of Traffic Marshals and barricading of all work areas including Construction Depot, Batching Plant, Casting Yard, Roads, Intersections as per the Traffic Management Plan etc. (inclusive of erection& Maintenance of barricades)
13	Construction and Maintenance of Surface Roads leading to work sites, casting yards, dumping yards, station locations, diversion roads, and other project-related access roads including decking arrangements.
14	Commissioning of Tunnel Segment, Casting Yard (Payment will be released only after first tunnel segment is cast and approved by the Engineer) Total 1.0 Note: -Further bifurcation to be submitted by the contractor on award of the work and as per approved by Engineer. Notes:- 1. Payment agains the item no 5 will be done as per the Para 11 of the Employers Requirment (Functional) 2 Payment against item no 6 will be done as per the Para 9 of the Employers Requirement (Construction) Signature of Authorized Signatory On behalf of Tenderer Annexure A2 to Schedule ‘A’ Schedule of On Account Payment Sub-Head: 2–A2-Construction of Underground Stations Item No. Item of Payment Stage Payment Percentage payable on A2 component of Lump sum Portion Quoted
15	Charbagh Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.22 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.12 (C) Construction of all roof slab including RCC work above roof slab including water proofing and and traffic restoration works if any (Based on proportional progress) 0.12 (D) Construction of concourse slab(Based on proportional progress) 0.07 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (F) Construction of complete Mezzanine slab (Based on proportional progress) 0.07 (G) Construction of Base Slab including earth mats (Based on proportional progress). 0.12 (H) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (I) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.08 (J) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
16	Gautam Budha Marg Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.22 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.12 (C) Construction of all roof slab including RCC work above roof slab including water proofing and and traffic restoration works if any (Based on proportional progress) 0.12 (D) Construction of concourse slab(Based on proportional progress) 0.07 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (F) Construction of complete Mezzanine slab (Based on proportional progress) 0.07 (G) Construction of Base Slab including earth mats (Based on proportional progress). 0.12 (H) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (I) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.08 (J) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
17	Aminabad Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.22 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.12 (C) Construction of all roof slab including RCC work above roof slab including water proofing and and traffic restoration works if any (Based on proportional progress) 0.12 (D) Construction of concourse slab (Based on proportional progress) 0.07 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (F) Construction of complete Mezzanine slab (Based on proportional progress) 0.07 (G) Construction of Base Slab including earth mats (Based on proportional progress). 0.12 (H) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (I) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.08 (J) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
18	PandeyGanj Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.25 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.13 (C) Construction of all roof slab including RCC work above roof slab including water proofing if any (Based on proportional progress) 0.09 (D) Construction of concourse slab(Based on proportional progress) 0.05 (E) Construction of complete Mezzanine slab -1(Based on proportional progress) 0.05 (F) Construction of complete Mezzanine slab -2(Based on proportional progress) 0.05 (G) Construction of Platform Slab-1(Based on proportional progress). 0.05 (H) Construction of Base Slab including earth mats, anti-flotation raft, waterproofing and sump areas.(Based on proportional progress)., 0.09 (I) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (J) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (K) Construction of Entry Exit structures including subways, ancilaary structures and Property Development as required (based on proportional progress) 0.04 (L) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
19	City Railway Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns including launching shafts etc.(Based on proportional progress) 0.25 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.15 (C) Construction of all roof slab including RCC work above roof slab including water proofing if any (Based on proportional progress) 0.13 (D) Construction of concourse slab(Based on proportional progress) 0.1 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.1 (F) Construction of Base Slab including earth mats (Based on proportional progress). 0.13 (G) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.05 (J) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.04 (I) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
20	Medical College Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.22 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.12 (C) Construction of all roof slab including RCC work above roof slab including water proofing and and traffic restoration works if any (Based on proportional progress) 0.12 (D) Construction of concourse slab(Based on proportional progress) 0.07 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (F) Construction of complete Mezzanine slab (Based on proportional progress) 0.07 (G) Construction of Base Slab including earth mats (Based on proportional progress). 0.12 (H) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (I) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.08 (J) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
21	Chowk Station (A) Construction of Sheet Pile/Soldier Pile/ diaphragm wall complete including guide wall, capping beam, plunge columns etc.(Based on proportional progress) 0.22 (B) Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. As required (measurement to be done in volume of earthwork excavated) 0.12 (C) Construction of all roof slab including RCC work above roof slab including water proofing and and traffic restoration works if any (Based on proportional progress) 0.12 (D) Construction of concourse slab(Based on proportional progress) 0.07 (E) Construction of walls, beams & columns , other RCC works like platform slab, under platform walls, columns, staircases, lift walls and CC block works up to roof level (The mode of measurement will be as decided by the Engineer at site) 0.12 (F) Construction of complete Mezzanine slab (Based on proportional progress) 0.07 (G) Construction of Base Slab including earth mats (Based on proportional progress). 0.12 (H) Construction of first stage concrete if required, cast in situ/precast OTE ducts above track complete (Based on proportional progress).& Laying screed on base slab in under croft as per 0.03 (I) Construction of Entry Exit structures including subways and Property Development as required (based on proportional progress) 0.08 (J) Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05 Total 1.0 Signature of Authorized Signatory On behalf of Tenderer Annexure A3 to Schedule 'A' Schedule of On Account Payment Sub-Head: 3– A3 Construction of Tunnel by Tunnel Boring Machine. Item No. Item of Payment Stage Payment Percentage payable on A3 component of Lump sum Portion Quoted
22	Assembly of TBM at site a) First TBM 0.25 b) Second TBM 0.25 c) Third TBM 0.25 d) Fourth TBM 0.25
23	Construction of Tunnel A) Construction of Tunnel by shield TBM including erection of permanent lining segments, grouting as required and including all temporary services required like drainage, ventilation system etc.(payment shall be made in running meter on prorata for the portion in which lining segments have been erected)
24	Completion of balance work of tunnel e.g. secondary grouting as required, construction of drainage system, invert concrete below track plinth (Monthly payment shall be released based on proportional progress as decided by the Engineer)
25	Construction of Cross Passages as per the requirements of NBC including sump as required. Total 1.0 Signature of Authorized Signatory On behalf of Tenderer Annexure A4 to Schedule 'A' Schedule of On Account Payment Sub-Head: 4–A4- Construction of Tunnel by Cut & Cover Method. Item No. Item of Payment Stage Payment Percentage payable on A4 component of Lump sum Portion Quoted
26	Construction of Diaphragm Wall / Sheet Pile / Soldier Pile including guide wall, capping beam, plunge columns and launching/reterival shafts, crossover etc.(Based on proportional progress)
27	Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. as required (measurement to be done in volume of earthwork excavated)
28	Construction of Base Slab (Based on proportional progress)
29	Construction of intermediate walls, columns, beams etc
30	Construction of Roof slab(Based on proportional progress)
31	Completion of balance work of cut and cover tunnel construction of drainage system, etc. (Monthly payment shall be released based on proportional progress as decided by the Engineer)
32	Construction of Road and Services including Back Filling, water proofing all complete (Based on proportional progress). Total 1.0 . Signature of Authorized Signatory On behalf of Tenderer Annexure A5 to Schedule 'A' Schedule of On Account Payment Sub-Head:5–A5- Construction of Underground Ramp Item No. Item of Payment Stage Payment Percentage payable on A5 component of Lump sum Portion Quoted
33	Excavation in all kinds of soil/rock including strut / waler supports/Rock Bolt/Rock Anchor including dewatering etc. as required (measurement to be done in volume of earthwork excavated)
34	Construction of Base Slab (Based on proportional progress)
35	Construction of side walls/D-walls/retaining wall (The mode of measurement will be as decided by the Engineer at site)
36	Completion of balance work of Ramps e.g. construction of drainage system, galvanised steel walkway etc. (Monthly payment shall be released based on proportional progress as decided by the Engineer) TOTAL 1.0 Signature of Authorized Signatory On behalf of Tenderer Annexure A6 to Schedule 'A' Schedule of On Account Payment Sub-Head: 6–A6- Construction of Elevated Ramp. Item No. Item of Payment Stage Payment Percentage payable on A6 component of Lump sum Portion Quoted
37	Foundation and substructure works (Piiling, pile caps, piers, abutments, retaining walls etc )and associated RCC works (The mode of measurement will be as decided by the Engineer in Charge.)
38	Construction of superstructure including deck slab/girders/parapets/crash barriers and associated works (based on proportional progress)
39	Completion of balance, miscellaneous and finishing works including drainage, galvanized steel walkway, waterproofing, expansion joints, painting and allied works etc. (Monthly payment shall be released based on proportional progress as decided by the Engineer) TOTAL 1.0 Signature of Authorized Signatory On behalf of Tenderer Annexure A7 to Schedule ‘A’ Schedule of On Account Payment Sub-Head:1-A7-Property development Item No. Item of Payment Stage Payment Percentage payable on A1 component of Lump sum Portion Quoted Construction of PD area ( Civil structure such as foundation, coloumns, slabs, walls etc)
40	Aminabad Station a Construction of Basement over the station Box and Entry Exit (EE01 and EE02) 0.23 b Constrution of G+2+1 B PD over Entry -Exits (EE01 and EE02) 0.13 c Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05
41	Chowk Station a Construction of G+2+1 B PD over Station Box 0.5 b Construciton of PD along the shaded walk way 0.04 c Other balance works as per scope and specifications including site clearance and 100% area handed over, to be paid alongwith last on account bill. 0.05 Total 1.0 Note i Further bifurcation to be submitted by the contractor on award of the work and as per approved by Engineer. Note ii Construction of PD areas's over Entry Exits of other stations will be paid in the relevant item mentioned in the stage payment shown in Annexure-A2 Signature of Authorized Signatory On behalf of Tenderer SCHEDULE– B ANNEXURE–B 1 UNCHARTERED UTILITY SUMMARY S.NO. ITEMS AMOUNT (in Crore)
42	B 1.1 - Civil Utilities
43	B 1.2 - Electrical Utilities
44	B 1.3 - Telecom Utilities
45	B 1.4 - Tree cutting&Transportation Total of Schedule-B 1.1, 1.2,1.3,1.4 30.43 SCHEDULE-B ANNEXURE B1.1 Sub-Head 1 - Civil Utilities S. NO. Item Description Units Rate
46	Taking out and transportation of C.l/M. S/P.S.C/H.S. pipes including dejointing and transportation upto all lifts and a lead of 5km. A For pipeline a. upto 300mm dia pipeline metre 374.684024 b. upto 400-600 mm dia pipeline metre 684.575632 c. Upto 700-1400 mm dia pipeline metre 1362.08592 B for interconnection point/Y-Tee/Valve a. upto 300mm dia each 14125.308704 b. upto 400-600 mm dia each 36296.49868 c. 1000 mm dia each 63751.76308800001 d. 1400 mm dia each 80459.47509600001 e. 1500mm dia each 95627.62456000001
47	Providing and laying S&S NP-3 RCC, pipes manufactured by using sulphate resistant cement including jointing with rubber ring and filling joints with cement mortar 1:2 a. 150 mm diameter metre 532.439908 b. 250mm dia pipe metre 790.224604 c. 300mm dia pipe metre 939.530176 d. 400mm dia pipe metre 1669.18752 e. 450mm dia pipe metre 1728.34974 f. 600mm dia pipe metre 2656.599452 g. 900mm dia pipe metre 4944.13504 h. 1600 mm dia pipe metre 17182.896536
48	Providing and laying S&S NP-4 RCC pipes manufactured by using sulphate resistant cement including jointing with rubber ring and filling joints with cement mortar 1:2 a. 1400 mm dia pipe metre 20614.064432 b. 600 mm dia pipe metre 4211.677652 c. 450 mm dia pipe metre 2598.852308 d. 400 mm dia pipe metre 2053.726896 e. 300 mm dia pipe metre 1455.06946 f. 250 mm dia pipe metre 835.29628
49	Plugging of water main with balloon of adequate size by inflating with air compressor including transportation of air compressor at site a. 400 mm dia job 17920.050772 b. 600 mm dia job 26880.081176
50	Plugging the total sewerage from the existing sewer line so as to reduce the drainage of sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer-in-charge, including pumping & bailing out of the water complete. a. 250 mm dia pipe job 2050.90678 b. 300 mm dia pipe job 2952.410552 c. 400 mm dia pipe job 4784.964080000001 d. 450 mm dia pipe job 5923.116732 e. 600mm dia pipe job 10529.209184 f. 700mm dia pipe job 13697.112728 g. 800mm dia pipe job 19726.952284
51	Plugging the total storm water drain from the existing storm water line so as to reduce the drainage of storm line sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer, including pumping & bailing out of the water complete. a. 150 mm dia pipe job 736.702616 b. 250 mm dia pipe job 2050.90678 c. 300 mm dia pipe job 2952.410552 d. 400 mm dia pipe job 5251.216568000001 e. 450 mm dia pipe job 5923.116732 f. 600 mm dia pipe job 10529.209184 g. 900 mm dia pipe job 23692.446856 h. 1400 mm dia pipe job 49562.173804 i. 1600 mm dia pipe job 75412.00940000001
52	Providing lead caulked joints including the cost of pig lead supply and fixing of rubber gaskets welding, and cutting of MS pipes and specials, including the cost of H/P of T&P at site (For water mains at interconnection point/Y-tee/ valve) including cost of dewatering. a. upto 300 mm dia each 20545.679128 b. 400 - 600 mm dia each 25681.391372 c. 900 mm dia each 40596.6236 d. 1000 mm dia each 45107.38408800001 e. 1500 mm dia each 67661.05606
53	Supply and installation of MS pipe (6 mm thick) with 750 Micron PU coating internally and 250-micron anti corrosive bituminous paint externally with a tolerance of 6\\" in gradient by trenchless technology method at an average depth of 5 mtrs below the road level including excavation & filling of pits, dewatering arrangements, supporting systems for soil, including the approval from the concerned department. The firm will also supply the test certificate w.r.t M.S. Pipe, design of PV coating etc. The work also involves under ground mapping of services, barricading, installation of flickering lights etc, clearing site in all respects after submitting CCTV survey report from u/s to dis, connection manholes along with the site of drawing showing work complete in all respect. a. 250 mm dia (6mm thick) metre 20545.679128 b. 600 mm dia (1Omm thick) metre 75334.13004
54	Providing and laying of 100 mm GI pipe, medium class,Jindal make, with all accessories like bends, sockets, etc all complete
55	P/L of MS pipe of 10 mm wall thickness on agreed line and grade (as per IS: 3589 and made from steel confirming to IS: 2062) the steel pipe surface internal and external shall be blasted to near white and then coated with solvent less P.U. coating of nominal 750 microns and nominal 1000 microns on exterior and interior surface respectively all approved/used by railway/DDA's/RDA's project for sewer and water lines with design and construction of Manholes at aooroximate 30 meter interval or required distance with trenchless construction technique below the water table preferably without the need of dewatering, Accuracy of level at required gradient/slope to be achieved by use of Laser/CCTV controlled by suitable equipment. In the last pit, the equipment to be positioned at surface in a single traffic lane. The work shall be done in such a manner that it will not disturb the smooth movement of traffic. The item includes excavation of trenches and recovery pit and backfilling after work completed at the site of work mobilization and demobilization of equipment consumable etc as needed to complete the work and cleaning of site complete including disposal of surplus earth within 10 km lead and making water and manhole connections. Traffic control arrangement and lighting display of sign board. Insurance of work man etc complete including removal of all hindrances, unforeseen items permission of other dept. (dept. shall only assist in getting permissions etc.) nothing extra shall be paid on this account to complete the job. a. 900 mm dia pipe by trenchless technology metre 92455.515932 b. 1200 mm dia pipe by trenchless technology metre 124367.978696 c. 1400 mm dia pipe by Trenchless technology metre 156094.032796 d. 1600 mm dia pipe by Trenchless technology metre 163663.535256 e. Extra for 2 mm thick for 1200 mm dia. MS pipe as extra over& above on item no. 10 (b) metre 7469.664332 f. Extra for 4 mm thick for 1400 mm dia. MS pipe as extra over& above on item no. 10 (c) metre 17405.63552 g. Extra for 6 mm thick for 1600 mm dia. MS pipe as extra over& above on item no. 10 (d) metre 30181.754564
56	Providing and laying MS pipes/barrels made out of required thickness MS plate Including painting with epoxy paint of approved quality outside and inside tested to a head of 15kg/cm square suitable for welding joints conforming to IS 3589-1981, IS 784-1974 including testing of the specified head as directed by the Enqineer. a. Pipes made up of MS sheet (6mm to12mm th.) Kg 97.19866
57	Providing and laying MS specials such as tees, bends, collars, tails pieces etc made out of required thickness MS sheet including painting with epoxy paint of approved quality outside and inside tested to a head of 15kg/sqcm suitable for welding joints conforming to IS 3589-1981, IS 784-197 4 including testing of the specified head as directed by the Engineer. Specials made up of MS sheet (6mm to 12mm th.) Kg 115.494288
58	Providing H.S. Pipe, made out of 6 mm thick MS plate with inside cement mortar lining of 25 mm thick and 25 mm thick outside coatinq as per IS :1916 of followinq diameter a. 300 mm dia pipe mtr 7361.275532000001 b. 400 mm dia pipe mtr 9844.61348 C. 600 mm dia pipe mtr 12840.690668
59	Laying H.S. Pipe, made out of 6 mm thick MS plate with inside cement mortar lining of 25 mm thick and 25 mm thick outsidecoatinq as per IS :1916 a. 300 mm dia pipe mtr 256.36962 b. 400 mm dia pipe mtr 342.287816 c. 600 mm dia pipe mtr 423.990892
60	Providing and fixing IVC brand 400 mm dia D/F non- return I check valve of PN 1.0 rating having Body/Door of Cl Gr. 20, TRUNNION shaftAISI 410, Face & Seat ring of GM i.e., metal to metal seat & not Rubber to metal, generally confirming to IS: 5312, Flange flat face drilled to ISi 538 Part IV & VI/BS 10 Table \\"D\\"
61	Providing and fixing Cl D/F Sluice Valve with S&S (IS 6603 12 Sr 12) stain and gun metal Parts confirming to IS 14846 of approved make/ of approved brand (with cap) in the existing pipe with bolts, nuts, rubber insertions etc. complete and as per the direction of Engineer a. 400 mm dia Each 126801.156716 b. 450 mm dia Each 167533.286388 c. 600 mm dia Each 291114.362396 d. 900 mm dia Each 1448025.472608 e. 1000 mm dia Each 1660666.444164
62	Providing and fixing Cl double acing air valve of approved quality with bolts, nuts, rubber insertions etc (the tail piecestapers etc if required will be paid separately. a. 200 mm dia.
63	Providing and laying MS pipes of required dia and thickness of MS palte confirming to IS 2062, interior lining with cement mortor surface treated with coating and wraping confirm to IS: 3589-2001, IS: 10221-1982, IS :11909-1986 specifications i/c all leads and lift complete as per direction of the Engineer -in-charge a. 920mm internal dia (8mm thick) Rmt 27357.93528 b. 920mm internal dia (10 mm thick) Rmt 22581.90324 c. 1020mm internal dia (10 mm thick) Rmt 29497.86138 d. 1524 mm internal dia (12 mm thick) Rmt 53054.741948
64	Pumping out water by deploying (below mention pumps) l/c. Disposal of pumped water for any lift into municipal drain (considering 8 hours shift) (a) 25 H.P Submersible pump/Diesel pump of discharge capacity 250-300 KL/Hrs Shift 5161.795808 (b) 10 H.P Submersible pump/Diesel pump of discharge capacity 100-120 KL/Hrs. Shift 1958.2745 (c) 5-7.5 H.P Submersible pump/Diesel pump of discharge capacity 50-60 Kl/Hrs. Shift 1068.141516
65	Brickwork with sewer brick in 1:4 cement mortar (1cement:4coarse sand) and extra on plan up to a mean radius (not exceeding 6.0 m)
66	Providing and driving of temporary H- piles (ISMB-250) having a length of 10.5m approx. means using the appropriate machinery and providing and placing wooden lagging 100x100x1485mm long in between H-Piles for supporting excavated soil faces to a excavated depth of soil i/c excavation of soil as required and removing and re-driving the H-Piles & removing and placing wooden lagging in stretch as required i/c all T&P ,labour Machinery etc.
67	Providing and stacking of Gunny bags
68	Providing and fixing of precast interlocking grass paver tiles with smooth finish of 80mm thickness, of approved make having compressive strength of 200 kg/Sqm in approved colour and pattern, including maintenance during project period.
69	Providing and fixing of refurvished MS barricade as specified drawing including maintainence during project period Signature of Authorized Signatory On behalf of Tenderer SCHEDULE-B ANNEXURE - B 1.2 Sub-Head 2 - Electrical Utilities S. No. Item Description Units Rate A RATE FOR POWER CABLE SUPPLY AND LAYING IN TRENCH WITH SAND AND PROTECTIVE COVERING
70	Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-11/1985 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required a. 33KV XLPE 3x400 sqmm metre 5858.565180000001 b. 33KVXLPE 3x300 sqmm metre 4958.175404000001 C. 11KVXLPE3X400 sqmm metre 4024.13492 d. 11KVXLPE3X300 sqmm metre 3347.628232 e. 11KVXLPE3X240 sqmm metre 2918.689592 f. 11KVXLPE3X150 sqmm metre 2078.345204 g. 11KVXLPE3X185 sqmm metre 2393.465568 h. 11KVXLPE3X120 sqmm metre 1844.506404 i. 11KVXLPE3X70 sqmm metre 1391.812552
71	Supply at the site of work of LT, XLPE insulated, armored, Atuminium conductor cables as per IS-7098/Part-l/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing & commissioning of cables etc as required. a. 1.1 KV XLPE 3.5x400 sqmm metre 3026.30562 b. 1.1KVXLPE 3.5x300 sqmm metre 2424.055296 C. 1.1KVXLPE 3.5x240sqmm metre 1996.381192 d. 1.1KV XLPE 3.5x185 sqmm metre 1579.957444 e. 1.1KVXLPE 3.5x150 sqmm metre 1292.215288 f. 1.1KV XLPE 3.5x120 sqmm metre 1098.400056 g. 1.1 KV XLPE 3.5x95 sqmm metre 906.05008
72	Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-1554/Part-l/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in trenches in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing &commissioning of cables etc as required a. 1.1KVPVC 4x95 sqmm metre 940.935216 b. 1.1 KV PVC 4x70 sqmm metre 725.4321880000001 C. 1.1 KV PVC 4x50 sqmm metre 608.1816 d. 1.1KVPVC 4x25sqmm metre 376.0991 e. 1.1KVPVC 4x16 sqmm metre 300.02622 f. 1.1KVPVC 4x10 sqmm metre 253.549504 g. 1.1 KV PVC 2x25 sqmm metre 254.954544 h. 1.1KVPVC 2x10 sqmm metre 221.14326 i. 1.1 KV PVC 1Ox4 sqmm (Cu) metre 800.77244 j. 1.1 KV PVC 3.5x70 sqmm metre 662.0247400000001 tc. 1.1 KV PVC 3.5x50 sqmm metre 559.677612 I. 1.1 KV PVC 3.5x35 sqmm metre 439.115144 m. 1.1 KV PVC 3.5x25 sqmm metre 384.860528 B RATE FOR ADDITIONAL POWER CABLES SUPPLY AND LAYING IN SAME TRENCH WITH SAND AND PROTECTIVE COVERING
73	Supply at the site of work of HT, XLPE insufated, armoured, Aluminium conductor cables as per IS-7098/Part-11/1985 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing &commissioning of cables etc as required a. HT ARMOURED CABLES metre 5815.81182 b. 33KV XLPE 3x400 sqmm metre 4915.442116000001 C. 11 KV XLPE3X400sqmm metre 3989.069136000001 d. 11 KV XLPE3X300 sqmm metre 3312.562448 e. 11KVXLPE3X240 sqmm metre 2883.623808 f. 11 KV XLPE3X150sqmm metre 2043.289456 g. 11 KV XLPE3X185sqmm metre 2358.399784 h. 11 KV XLPE3X120sqmm metre 1809.44062 i. 11 KV XLPE3X70sqmm metre 1356.756804 j. Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-1/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas (normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing Acommissioning of cables etc as required a. 1.1KV XLPE 3.5x400 sqmm metre 2994.802616 b. 1.1 KV XLPE 3.5x300 sqmm metre 2392.552292 C. 1.1KV XLPE 3.5x240sqmm metre 1839.618872 d. 1.1KVXLPE 3.5x185 sqmm metre 1449.429228 e. 1,1 KV XLPE 3,5x150sqmm metre 1180.394176 f. 1.1KV XLPE 3.5x120 sqmm metre 1002.917552 g. 1.1KVXLPE 3.5x95 sqmm metre 822.610776
74	Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-\\"!554/Part-1/1988 with up to date amendment & specified in the specifications of the sizes given below, laying of additional cables in same trenches of required width in all types of areas {normal soil, footpath, road etc) by excavation with laying arrangement with stand cushion and brick/brick tiles or shaped RCC cover protection as required/approved by utility owing agency at the required depth including refilling of trenches, testing a commissioning of cables etc as required a. 1.1 KV PVC 4x95 sqmm metre 915.58428 b. 1.1 KV PVC 4x70 sqmm metre 700.0712159999999 C. 1.1 KV PVC 4x50 sqmm metre 581.194796 d. 1.1 KV PVC 4x25sqmm metre 350.7280920000001 e. 1.1 KV PVC 4x16 sqmm metre 274.665248 f. 1.1 KV PVC 4x10 sqmm metre 228.188532 g. 1.1 KV PVC 2x25 sqmm metre 229.593572 h. 11 KV PVC 2x1Osqmm metre 195.80236 i. 1.1 KV PVC \\"1Ox4sqmm (Cu) metre 773.765564 j. 1.1 KV PVC 3.5x70sqmm metre 632.940412 k. 11KV PVC3.5x50sqmm metre 528.19468 I. 1.1 KV PVC 3.5x35sqmm metre 412.1383760000001 m. 1.1 KV PVC 3.5x25sqmm metre 357.863688 c CABLE SUPPLY AND LAYING IN RCC HUME PIPE IN GROUND
75	Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-ll /1985 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC Hume pipes 250/150mm dia with collars (RCC Hume pipes confirming to NP2 with collars) including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling of Trenches, Testing and Commissioning of cables etc as required. The Rate Require shall include suoolv of pipes of requisite size and specification: HT ARMOURED CABLE a 33KV XLPE 3x400 sqmm,250mm dia pipe Meter 5751.089656 b 33KV XLPE 3x300 sqmm,250 mm dia pipe Meter 4932.563532 c 11KVXLPE 3X400sqmm, 150mm dia pipe Meter 4024.476144 d 11 KV XLPE 3X300 sqmm,150mm dia pipe Meter 3409.470064 e 11 KV XLPE 3X240 sqmm,150mm dia pipe Meter 3019.53132 f 11KVXLPE 3X150sqmm, 150mm dia pipe Meter 2255.580964 g 11 KV XLPE 3X185sqmm, 150mm dia pipe Meter 2541.51664 h 11 KV XLPE 3X120sqmm, 150mm dia pipe Meter 1496.508104 i 11KV XLPE3X70sqmm, 150mm dia pipe Meter 1631.462196
76	Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I /1988with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC hume pipes 250/150mm dia with collars (RCC hume pipes confirming to NP2 with collars} including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling ofTrenches, Testing and Commissioning of cables etc as required. The Rate Require shall include supply of pipes of requisite size and specification: a 1.1KVXLPE 3.5x400 sqmm Meter 3120.583804 b 1.1KV XLPE 3,5x300 sqmm Meter 2573.07986 c 1.1 KV XLPE 3.5x240sqrnm Meter 2184.28522 d 1.1 KV XLPE 3.5x185 sqmm Meter 1805.737336 e 1.1KVXLPE 3.5x150sqmm Meter 1544.159032 f 1.1 KV XLPE 3.5x120 sqmm Meter 1374.07894 g 1.1KVXLPE 3.5x95 sqmm Meter 1164.898592
77	Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS-1554/Part-I /1988 with up to date amendment & specified in the specifications of the sizes given below, laying of cables in RCC Hume pipes 250/150mm dia with collars (RCC hume pipes confirming to NP2 with collars) including laying of pipes by open trenching method in all types of areas (normal soil, footpath, road etc) as directed by engineer in charge, including refilling ofTrenches, Testing and Commissioning of cables etc as required. The Rate Require shall include supply of pipes of requisite size and specification: a 1.1 KV PVC 4x95 sqmm, 1OOmm dia pipe Meter 1255.523672 b 1.1 KV PVC 4x70 sqmm1OOmm dia pipe Meter 1045.55048 c 1.1KV PVC 4x50 sqmm100mm dia pipe Meter 894.1172760000001 d 1,1 KV PVC 4x25sqmm100mm dia pipe Meter 704.286336 e 1.1KV PVC 4x16 sqmm100mm dia pipe Meter 630.822816 f 1.1 KV PVC 4x10 sqmm1OOmm dia pipe Meter 586.05222 g 1.1KV PVC 2x25 sqmmlOOmm dia pipe Meter 587.1862880000001 h 1,1 KV PVC 2x10sqmm100mm dia pipe Meter 554.780044 i 1.1KVPVC 1Ox4sqmm (Cu)100mm dia pipe Meter 1067.157988 j 1.1 KV PVC 3.5x70sqmm100mm dia pipe Meter 984.039836 k 1.1 KV PVC3.5x50sqmm 100mm dia pipe Meter 850.039164 I 1.1 KV PVC 3.5x35sqmm100mm dia pipe Meter 744.5106240000001 m 1.1 KV PVC 3.5x25sqmm100mm dia pipe Meter 689.0416520000001 D RATE ANALYSIS FOR POWER CABLE SUPPLY AND LAYING IN EXISTING PIPE (EXCLUDING SUPPLY AND LAYING OF PIPE
78	Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-ll /1985 with up-to-date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas (normal soil, footpath, road etc). As directed by engineer in charge, including testing and commissioning of cables etc as required HT ARMOURED CABLES a 33KVXLPE 3x400 sqmm Meter 5254.387944 b 33KVXLPE 3x300 sqmm Meter 4435.881892 c 11KV XLPE3X400sqmm Meter 3591.673644 d 11KV XLPE3X300 sqmm Meter 2976.647492 e 11KVXLPE3X240 sqmm Meter 2586.708748 f 11 KV XLPE3X150sqmm Meter 1822.778464 g 11KV XLPE3X185sqmm Meter 2109.256084 h 11KV XLPE3X 120sqmm Meter 1610.185876 i 11KV XLPE3X70sqmm Meter 1198.64966
79	Supply at the site of work of LT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-I /1988 with up-to-date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas normal soil, footpath, road etc). As directed by engineer in charge, including testing and commissioning of cables etc as required a 1.1KV XLPE 3.5x400 sqmm Meter 2687.801376 b 1.1KV XLPE 3.5x300 sqmm Meter 2140.347612 c 1.1 KV XLPE 3.5x240sqmm Meter 1639.591356 d 1.1KVXLPE 3.5x185 sqmm Meter 1286.033112 e 1.1KV XLPE 3,5x150sqmm Meter 1040.943956 f 1.1 KV XLPE 3.5x120 sqmm Meter 881.772996 g 1.1KV XLPE 3.5x95 sqmm Meter 716.97184
80	Supply at the site of work of LT, PVC insulated, armoured, Aluminium conductor cables as per IS1554/Part-I /1988 with up-to-date amendment & specified in the specifications of the sizes given below, laying of cables in existing pipes in all types of areas normal {soil, footpath, road etc). As directed by engineer in charge, including testing and commissioning of cables etc as required a 1.1 KV PVC 4x95 sqmm Meter 802.890036 b 1.1KV PVC 4x70 sqmm Meter 605.692672 c 1.1KV PVC 4x50 sqmm Meter 495.637896 d 1.1 KV PVC 4x25sqmm Meter 287.350752 e 1.1KVPVC 4x16 sqmm Meter 216.918104 f 1.1 KV PVC 4x10 sqmm Meter 174.666544 g 1.1KVPVC 2x25 sqmm Meter 176.071584 h 1.1KVPVC 2x1Osqmm Meter 145.07038 i 1.1 KV PVC 1Ox4sqmm (Cu) Meter 668.427708 j 1,1 KV PVC 3.5x70sqmm Meter 585.560456 k 1.1KV PVC3.5x50sqmm Meter 451.549748 I 1,1 KV PVC 3,5x35sqmm Meter 346.031244 m 1.1KV PVC 3_5x25sqmm Meter 290.331444 E DISMANTLING (Taking Out from Ground) of Cables
81	Dismantling (taking out from ground) the following rating & sizes of XLPE/PILCA/PVC cables, without damaging the cables, by excavation in ail types of area (normal soil, footpath, road etc.) with refilling excavated trenches. This also includes handing over of dismantled cable (if not relayed) to concerned utility owning agency a 33KV Cables of all Type and Sizes above 120 Sqmm Meter 59.302724 b 11KV Cables of all Type and Sizes above 120 Sqmm Meter 47.881756 c LT Cables of all Type and Sizes 120 Sqmm and above Meter 35.206288 d LT Cables of all Type and Sizes less than 120 Sqmm Meter 29.586128 e 11 KV Cables of all Type and Sizes less than 120 Sqmm Meter 45.342648 F SUPPLY, MAKING, TESTING & COMMISIONING OF COMPLETE STRAIGHT THROUGH JOINT BOX
82	Supply, Making, Testing and Commissioning of Complete Straight Through Joint as Specified in the Specification including Provision of Lugs/Ferrules for Jointing the HT/LT, XLPE/PllCA/PVC insulated cables, excavation of Pits, sand Cushioning, Protective Covering Refilling of Jointing Pit etc as Required by Utility Owing Agency of Following Sizes and Type: a 33KV H.S, Type 3 X 400 sqmm Set 66112.671872 b 33KV H.S. Type 3 x 300 sqmm Set 59085.715572 c 11 KV H.S. Type 3 x 300 sqmm Set 22148.79966 d 11 KV H.S. Type 3 x 240 sqmm Set 22148.809696 e 11KV H.S. Type 3 x 150 sqmm Set 20282.585388 f 11 KV H.S. Type 3X185 Sq. mm Set 20282.585388 g 11 KV H.S, Type 3X120 Sq. mm Set 20282.585388 h 11 KV H.S. Type 3X70 Sq. mm Set 16025.404512 i 33 KV H.S Transition Type 3X400 Sq. mm Set 74442.85295200002 j 33 KV H.S. Transition Type 3X300 Sq. mm Set 74442.85295200002 k 11 KV H.S. Transition Type 3X300 Sq. mm Set 28063.656764 I 11 KV H.S. Transition Type 3X240 Sq. mm Set 28063.656764 m 11 KV H.S. Transition Type 3X150 Sq. mm Set 26576.271384 n 11 KV H.S, Transition Type 3X185 Sq. mm Set 28063.656764
83	11 KV H.S. Transition Type 3X120 Sq. mm p 11 KV H.S. Transition Type 3X70 Sq. mm Set 24965.483348 q 33 KV Tapex Type 3X400 Sq, mm Set 50461.881132 r 33 KV Tapex Type 3X300 Sq. mm Set 43215.96942 s 11 KV Tapex Type 3X300 Sq. mm Set 12621.37396 t 11 KV Tapex Type 3X240 Sq. mm Set 12621.37396 u 11 KVTapex Type 3X150 Sq. mm Set 10536.234384 v 11 KVTapex Type 3X185 Sq. mm Set 10536.234384 w 11 KVTapex Type3X120 Sq. mm Set 10536.234384 x 11 KV Tapex Type 3X70 Sq. mm Set 9132.248164 y 33 KV Tapex Transition Type 3X400 sq.mm Set 57231.674968 z 33 KV Tapex Transition Type 3X300 sq mm Set 55792.914008 aa 11 KV Tapex Transition Type 3X300 sq.mm Set 13646.581468 bb 11 KV Tapex Transition Type 3X240 sq.mm Set 13646.581468 cc 11 KV Tapex Transition Type 3X150 sq.mm Set 11535.368364 dd 11 KV Tapex Transition Type 3X185 Sq. mm Set 11535.368364 ee 11 KV Tapex Transition Type 3X120 Sq. mm Set 11535.368364 ff 11 KV Tapex Transition Type 3X70 Sq, mm Set 9217.383552 gg LT 1.1 KV cast resin comp. Type 3.5x400 Set 3375.478132 hh LT 1.1KV cast resin comp. Type 3.5x300 Set 2814.224868 ii LT 1.1 KV cast resin comp. Type 3.5x240 Set 2398.925152 jj LT 1.1 KV cast resin comp. Type 3.5x185 Set 1961.054472 kk LT 1.1 KV cast resin comp. Type 3.5x150 Set 1912.399944 II LT 1.1 KV cast resin comp. Type 3.5x120 Set 1837.471168 mm LT 1.1KV cast resin comp. Type 3.5x95 Set 1264.054272 nn LT 1.1 KV cast resin comp. Type 4x95 Set 1264.054272
84	LT 1.1KVcast resin comp. Type 4x70 pp LT 1.1 KV cast resin comp. Type4x50 Set 1039.558988 qq LT 1.1 KV cast resin comp. Type 4x25 Set 882.335012 rr LT 1.1 KV cast resin comp. Type 4x16 Set 785.0460280000001 SS LT 1.1KV cast resin comp. Type 4x10 Set 785.0460280000001 tt LT 1.1 KV cast resin comp. Type2x25 Set 785.0460280000001 LIU LT 1.1KV cast resin comp. Type 2x10 Set 675.583376 vv LT 1.1 KV cast resin comp. Type 1Ox4 Set 882.335012 WW LT 1.1 KV cast resin comp. Type 3.5CX70 Set 1264.054272 xx LT 1.1KVcast resin comp. Type 3.5CX50 Set 1039.558988 yy LT 1.1KV cast resin comp. Type 3.5CX35 Set 395.739552 zz LT 1.1KV cast resin comp. Type 3.5CX25 Set 882.335012
85	Supply, Making, testing & Commissioning of Complete Heat Shrinkage Type Indoor/Outdoor type and end Termination as Specified in the Specifications including provision of Lugs/Ferrules for Termination of XLPE insulated cable including making Hole in the Switch Board, Clamping, supporting complete as required by Utility owing agency of Following Sizes: INDOOR TERMINATIONS a 11 KV H.S. Type 3X300 Sq. mm Set 7974.043584 b 11 KV H.S. Type 3X240 Sq. mm Set 7974.043584 c 11 KV H.S. Type 3X150 Sq. mm Set 7498.327148 d 11 KV H.S. Type 3X185 Sq. mm Set 7498.327148 e 11 KV H.S. Type 3X120 Sq. mm Set 7498.327148 f 11 KV H.S. Type 3X70 Sq. mm Set 6327.296560000001 g 33KV H.S. Type 3X300 Sq. mm Set 41067.181532 h 33KV H.S. Type 3X400 Sq, mm Set 48314.337708 OUTDOOR TERMINATIONS i 11 KV H.S. Type 3X300 Sq. mm Set 11950.637972 j 11 KV H.S. Type 3X240 Sq. mm Set 11950.637972 k 11 KV H.S. Type 3X150 Sq. mm Set 10669.833616 I 11 KV H.S. Type 3X185 Sq. mm Set 10669.833616 m 11 KV H.S. Type 3X120 Sq. mm Set 10669.833616 n 11 KV H.S. Type 3X70 Sq. mm Set 9962.345796000001
86	33KV H.S. Type 3X300 Sq. mm p 33KV H.S. Type 3X400 Sq, mm Set 48314.337708 G NG SYSTEM (DVB/ NDMC)
87	Supply and Erection of 250 W Street Lighting HPSV Lamp fitting Complete with HPSV Lamps, Fittings, Choke, lgnitor etc. as per the specifications of the owing agency required or erected pole including wiring from the box, earthing. The wiring shall be done with 1x4 sqmm PVC insulated, PVC sheathed Aluminium conductor Cable including Testing and commissioning as per specifications and requirement, 16 SWG wire shall be run throughout the wiring for pole fitting inclusively.
88	Supply and Transporting to the site of the work of Steel Tubular swaged Pole of 10.5-meter height as specified with a Double Overhang Bracket-2mtr long Each 9322.1895 b Single Overhang Bracket -2 mtr Long Each 9021.470796000001
89	Erection of steel tubular swaged Poles of Height above 9.0 mtr but less than 12,0 mtr with double/Single overhang bracket 2 mtr long including excavation and providing and laying cement concrete 1:3:6(1 cement: 3course sand: 6 stone aggregate of 20mm nominal size) in foundation and collar size 450mm diameter and 400 mm height including providing and fixing 50mm diameter class B GI pipe 1.5 meter long for cable entry, l/o Plastering the foundation collar with 1:3 cement and course sand and painting of pole and bracket with aluminium colour synthetic enamel paint complete as required
90	Dismantling of Complete Street Lighting Pole (Of height above 9m but less than 12m single/double overhang type) with fittings in such a manner that pole is not damaged and can be relocated
91	Provision of Earthing as per specifications of Utility owing agency (Material as well as Labour)
92	Supply and Erection of Pole Junction Boxes as per NDMC/DVB specifications) H LAYING OF PIPES BY TRENCHLESS BORING
93	Supply of HOPE pipe confirming to PN4 as specified the sizes given below, boring of road areas by using trench -less method and laying of HOPE pipe properly continuously joined a 63mm Meter 633.863724 b 75mm Meter 732.4774600000001 c 110mm Meter 845.1616680000001 d 160mm Meter 1972.033856 e 200 mm Meter 2112.889116 f 250mm Meter 2535.44486 I LAYING OF PIPES BY OPEN TRENCHING METHOD
94	Supply of HOPE pipe confirming to PN4 as specified the sizes given below, laying of HOPE pipe properly continuously joined, by Open Trench method of laying a 63mm Meter 422.575816 b 75mm Meter 563.441112 c 110mm Meter 749.358012 d 160mm Meter 845.1616680000001 e 200mm Meter 985.9968560000001 f 250mm Meter 1140.962732
95	Supply of 66 KV Cable (E) grade single core, size630 sqmm confirming to 60502-2 & laying of cable in trenches in all types of areas (normal soil, footpath, road etc.) by excavation with laying arrangement with sand cushion and brick/brick tiles or shaped RCC cover protection as required /approved by utility owing agency at required depth including refilling of trenches testing & commissioning of cable etc as required
96	66 KV Outdoor type and termination kit suitable for cable (premoulded type)
97	66KV XLPE Cable straight through joint kit Complete
98	Warring Tape and Type Test Charge for Cable
99	ROAD LIGHTING FOR VIP AREA a Hot Dipped Galvanized smart Poles (Bajaj/Chinar make standard specification Type 80P-1040. Height 10mtr, Top Dia 100mm, Bottom Dia 200mm, Plate thickness 4mm, Base Plate 310x310x20mm foundation PCD 310 mm Bolt size 4x25mm Dia Each 26733.987124 b ZEBRA LIGHTING POLE WITH ZEBRA MC3 250W Each 43330.811368 Zebra MC3 Lantern with IP-66 made out off white painted die cast aluminium alloy body with the cover made up of polypropylene treated to withstand UV rays; an optical compartment comprising of an acrylic protector equipped with especially made dispersive reflector to provide maximum lighting in a Plane Perpendicular to roadway center line. Reflector to be made out of special grade pre-anodized aluminium sheet. Complete Optical Unit to provide maximum contrast against surrounding complete with 250 W Metal Halide Tubular Lamp. Pole 6m with 1.5 mtr overhang; with 4mm Thick MS Square section \\"T\\" 100 mm, with 300mmx300mmx15mm thick MS Base Plate. The Poles will be in Black and White Strips as well as in Luminaries along with signage of the size2'x2'Square Cat RefNo.MC3 Zebra/IB/250/1451 LH or RH c Ex Stock High Pressure Die Cast Light Fittings No 11021.103652 SGP 338/2SOW (Velocity) Phillips make IP-66 d Single Bracket Made up of GI and Painted No 902.146076 e Twin Bracket Made up of GI and Painted No 1353.224132 f Triple Bracket Made up of GI and Painted No 2198.977924 g 250W HPSVlamp No 811.942508
100	Supplying and drawing following size of FRLS PVC insulated copper conductor, single core in existing surface/ recessed steet I PVC conduit as require. {2x25sq.mm)
101	Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connection, testing and commissioning etc. As required, (40Amps)
102	Earthing with copper earth plate 600 mmx 600 mm x 3mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. With charcoal/ coke and salt as required.
103	Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections etc. As required
104	Providing and fixing earth bus of 50 mm x5 mm copper strip on surface for connections etc. As required
105	Supplyin and making straight through Joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC shethed /XLPE Aluminium conductor cable of 1.1kv, grade as required. a 3 5C x 25 sq. Mm Each 1595.17202 b 3.5C x 70 sq. mm Each 1905.03352 c 3.5C x 240 sq. mm Each 3035.428344 d 3.5C x 400 sq. mm Each 5437.374332
106	Supplying and fixing of 32 mm dia x 2.00 meters long G.I. Pipe (medium ciass) bracket for mounting of fluorescent I HPMV /HPSV street light fitting on pole including bending the pipe to the required shape, 2 no's 40 mm x 3mm flat iron clamps with nuts, bolts and washer, painting the tlat iron with primer and finish paint etc. as required.
107	Supplying of channel iron 75 mm x 40mm x 6mm (7.14 kg per meter) V- shape cross arm for two 11 kv over headline conductors complete with 50 mm x 6mm M.S. Flate iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc. {as per drawing) and paintinQ with primer and finish paint as required.
108	supplying and erection of 11 kv pin insulator complete with large steel head G.I. Pin, nuts, washers etc. As required
109	Supply and erection of 11 kv disc insulator for 11 kv over headlines with galvanized insulator fitting, ball and socket type and complete with galvanized strain clamps, bolts, nuts, washers etc. as required.
110	Supplying and erection of 33 kv pin insulator complete with large steel head G.I. Pin, nuts, washers etc. as required.
111	Providing, laying and fixing following dia G.I. Pipe (medium class) in ground complete with G.i. Fittings including trenching (75 cm deep) and re-filling etc. As required -150 mm dia
112	Supplying, installation, testing and comissining of astronomical time switch of following con figuration to be mounted in feeders/ pillars/ lighting DBs for automatic switching ON & OFFof streetlight at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hours display format with suitable battery and indication for relay status i/c programming at site complete as required.
113	300 amps. TPN, adaptor box with cable end box, with TPN disconnector FSU, ISi maked HRC fuses and brass compression gland for rising mains
114	Supply & Provision of Aluminum lugs for 25 sq. mm cable
115	Supply & Provision of Aluminum lugs for 50 sq. mm cable
116	Supply & Provision of Aluminum lugs for 70 sq, mm cable
117	Supply & Provision of Aluminum lugs for 120 sq. mm cable
118	Supply & Provision of Aluminum lugs for 240 sq. mm cable
119	Supply & Provision of Aluminum lugs for 400 sq. mm cable
120	Dismantling and removing existing struture, post etc of HT/LT lines and transportation and staking of all materials at suitable locations as per instructins including digging out, loading and unloading on lorries of poles, lines and all materials with out damaqinq the same.
121	Dismantling and shifting of R.M.U (Ring Main Unit) at various location and reerecting including foundation work etc.
122	lnstalation One DTR Meter with box (Normally 40x25x100 size) on existing pole and giving the complete connections including conveyance of materials.
123	Fitting one additional Fuse unit and giving connection from transformer to fuse and fuse to LT O/H Line,
124	Supply & Erection of 10 Swg Earth Wire with fiittings
125	Supply and painting of Red Oxide on poles
126	Supply and painting of Aluminum on poles
127	Supply and fixed of hardware (nut bolt & washer)
128	Supply & replacing of lgnitor
129	Supply & replacing of choke 250 watt
130	Erection of STP pole 11 mtr (410 SP-51) with arm (old & used) and excavation and grouting
131	Dismantling of S.T.P. Pole & fittings and light Titling with arms, clamps, fittings etc
132	Supply and istallation of Aerial Bunch Conductor (ABC) (120X3+16X1+95X1) sq. Mm
133	Earthinng of pole by M.S. Earthing rod of 20x2500 mm and 6SWG Earthing wire etc.
134	Laying of 33 kv 3x300 sq mm U/G cable including cost of sand, bricks, clamps etc.
135	Chemical pipe earthing as per specification (Tranformer Earthing)
136	Laying of 11 kv 3x185 sqmm U/G cable including cost of sand and bricks
137	Supply S.T.P. Pole 11 Mtr long (1S410SP-55)
138	Supply and instalation of 11kv D.0-Fuse set.
139	Supply and Erection of 11KV T.P.M.O (Air Brake Switch with complete fitting)
140	Supply and instalation of M.S. Channel (100x50x6mm,2028mm).
141	Supply and instalation of Top Channel (125x65x2240 mm).
142	Supply and instalation of Holding clamps for Top Channel, TPMO & FUSE Set etc. With bolt and nuts.
143	Supply and installation of copper L Piece 400x50x6 mm for LT bushing rod of Transformer
144	Supply and instalation of T Off Channel (125x65 mm).
145	Extra for AL. Tape, binding wire, jointing sleeves P, G. Clmps etc.
146	120 sqmm x lcXPLE Insulated Unarmored cable
147	240 sqmm x lcXPLE Insulated Unarmored cable
148	Erection of Transformer on existing plinth and giving connections (63 KVA to 630 KVA}
149	Dismantling I dragging of old transformer and cartage to another site 10 KVA to 25 KVA
150	Dismantling I dragging of old transformer and cartage to another site 63 KVA to 750 KVA
151	630 sq.mm Aluminum Crimping Lugs
152	Supply and lnstalation of LT Clamp
153	Supply of S.T.P. Pole 9 Mtr Long (IS 410 SP-33)
154	lnstalation of S.T.P. Pole 9 Mtr Long {IS 410 SP-33)
155	Supply and fixing of LT Distribution boxes of SMC Type on the LT Pole including all clamps and material for mounteding, connection and sealing
156	Dismentling and reconnection of LT service line of consumers after commrssioning of ABC cable - Single phase
157	Dismentling and reconnection of LT service line of consumers after commissioning of ABC cable - Three phase
158	Construction of retaining wall, fabrication & erection of fencing of size 2mtr height around Distribution Transformer with etaining wall & 1 No, Gate with locking arrangement made of MS Angle Iron jointed with nuts and bolts, painting as per norms and complete in all respect.
159	50 sqmm x 1C XPLE Insulated Unarmored Cable
160	400 sqmm x 1C XPLE Insulated Unarmored Cable
161	630 sqmm x 1C XPLE Insulated Unarmored Cable
162	Supply and installation of 33 kV PG Clamp
163	Supply and installation of F-Bracket for 11 kV
164	M.S. Angle Iron (65x65x6mm), 2700 mm long bracing with clamps.
165	Supply and installation of STAY for HT & LT Pole (Meterial includes stay rod 16x1BOOmm, stay wire 7/10swg 5kg, stay clamp set, bolts nuts washers and grouting with concrete)
166	Trenchless boring for undergruond cable laying by HOD bore of 160mm
167	Trenchless boring for undergruond cable laying by HOD bore of 200 mm
168	Supply and Installation of 250 VAC, 33mfd Condencer
169	Supply and Erection of cast Iron Decorative Lamp Post (Garden Light)
170	High pressure testing of HT PVC/XLPE Cable after Completing of laying, joints and termination.
171	Dismentiing, Cartage, Reinstallation & Commissioning of CT-PT Units for HT Metering
172	Dismentiing, Cartage of High Mast above 15 mtr length
173	Dismentiing, Cartage of High Mast below 15 mtr length
174	Supply of 11/0.44 kV, 250kVA transformer self protected copper wound type.
175	Supply and erection of LT Feeder Pillar panel 6-way 300-amp copper bus bar outdoor type fabricated with 14/16 swg CRCA sheet, dust & vermin proof, provision of double door with lock & coated with siemens grey paint, with provision of 400-amp HRC fuse, base Earthing terminal 2 Nos, with foot mounted concrete foundation, service cable termination, testing & commissioning in complete, P-43.
176	Supply and erection of LT Feeder Pillar panel 6-way 300-amp Aluminium bus bar outdoor type made of 1.5 mm cold rolled mild steei, provision of double door with lock & coated with paint, with provision of 400-amp HRC fuse base, testing & commissioning in complete.
177	Supply and erection of LT Feeder Pillar panel 6-way 600-amp Aluminium bus bar outdoor type made of 2.0 mm cold rolled mild steel, provision of double door with lock & coated with paint, with provision of 630-amp HRC fuse base, Earthing terminal, with foot mounted,concrete foundation, service cable termination testing & commissioning in complete Signature of Authorized Signatory On behalf of Tenderer SCHEDULE-B ANNEXURE - B 1.3 Sub-Head 3 - Telecom Utilities S. NO. Description Units Rate (INR)
178	Supply & Provision of Polythene Insulated, Polythene sheathed Jelly filled (PIJF) copper conductor underground Armoured telephone cable as per DOT Specification No- G/CUG/01-02 Feb 96 (latest) a. 1200/6.5 lbs (0.5 mm) Mtr 3239.751268 b. 80016.5 lbs (0.5 mm) Mtr 2183.311728 C. 400/6.5 lbs (0.5 mm) Mtr 1514.241716 d. 20016.5 lbs (0.5 mm) Mtr 739.522732 e. 100/6.5 lbs (0.5 mm) Mtr 422.575816 f. 50/6.5 lbs (0.5 mm) Mtr 218.323144 g. 20/6.5 lbs (0.5 mm) Mtr 98.6037
179	Supply & Provision of Polythene Insulated, Polythene sheathed Jelly filled (PIJF) copper conductor underground Unarmoured telephone cable as per DOT Specification No- G/CUG/01-02 Feb 96 (latest) a. 1200/6.5 lbs (0.5 mm) Mtr 2424.185764 b. 80016.5 lbs (0.5 mm) Mtr 1636.781276 C. 400/6.5 lbs (0.5 mm) Mtr 1135.312464 d. 20016.5 lbs (0.5 mm) Mtr 553.575724 e. 100/6.5 lbs (0.5 mm) Mtr 316.93688 f. 50/6.5 lbs (0.5 mm) Mtr 163.396116 g. 20/6.5 lbs (0.5 mm) Mtr 73.252764
180	Identification for working/non-working cables. This includes cutting, testing & jointing etc. of different corrage at both ends & jointinq of cables pair
181	Trenching and backfilling on footpath/cc/bitumunious dense carpeted road for identification of cables (1.5m x 1.5 m)
182	Trenching and backfilling on footpath/cc/bitumunious dense carpeted road (.90m x1.Om)
183	Supply and provision of GI pipe B class (100 mm)
184	Supply and provision of red stone slab (600x225x38)
185	Suoolv & Provision of iointinq kit a. TSF-vi Nos. 1831.158524 b. TSF-v Nos. 1408.582708 C. TSF-iv Nos. 985.9968560000001 d. TSF-iii Nos. 845.1616680000001 e. TSF-ii Nos. 457.79214
186	Supply & Provision of Jointing material for jointing of copper cables
187	Makinq Jointinq pit (3mX3m)
188	Jointing of newly laid cable pairs
189	laying/slewing of cables of diff. Corrage (Cu.) a. 800 pair & above Mtr 14.080508 b. Below 800 pair Mtr 7.035236
190	Suoolv & provision of 48 Fibre Optical Fibre Cable
191	Supply & provision of 24 Fibre Optical Fibre Cable
192	Joint Enclosure 48 Fibre
193	Joint Enclosure 24 Fibre
194	Makinq 48 F splice
195	Making 24 F splice
196	Laying of OFC cable
197	Suoolv and Provision of HOPE pipe 32 mm dia (for subductinq)
198	Layinq of Subduct (32 mm)
199	Supply and Provision of 4 mm dia 3 strand polypropylene rope of ordinary grade
200	Erection of BSNL Telephone Poles
201	Construction of Joint Chamber for Joints and Pulling Pit
202	Construction of 110 mm PVC pipe cable due a. 48 ways R Mtr. 8451.526356 b. 24 ways R Mtr. 7042.953684 C. 16 ways R Mtr. 6338.657312
203	Construction of Manhole for Cable Duct
204	Supply & provision of 110 mm HOPE PN 10 (10 Kgf) pipe throuqh trenchless technoloav
205	Laying of cables through moling technology (at a depth of 1.75 m)
206	Shifting of BSNL Pillars CABLE DUCT & MANHOLES
207	Providing & laying PVC pipes, complete with sockets with cable duct in standard formation or as specified by the Engineer-in- Charge and in alignment maintained by using spacers including jointing with solvent cement solution but excluding the cost of PVC spacers all complete as per BSNL specifications (finished length of pipes shall be measured for making payment) and the rates includes the cost of rodding, cleaning & performing mandrel test and to pass all the checks and tests prescribed in final acceptance testing schedule of BSNL:a) 11Omm Outer Dia PVC pipe of 2.5mm wall thickness
208	Providing and fixing Abs thermoplastic spacer 2.7mm thick in any colour other than black as per drawing & shall ensure 50mm gap between pipes as per drawing. a Double ended Spacer - 4-Ways Nos. 63.37734 b Single ended Spacer - 4-Ways Nos. 60.56726
209	Providing and fixing Abs thermoplastic expansion plug (11Ogm. wt.) in ducts in any colour other than black all complete as per the direction of Engineer-in-Charger and as per BSNL drawing a) 110 mm outer dia pipe.
210	Providing and fixing 5mm thick (165gm.wt.) high density plastic material end caps in ducts in any colour other than black all complete as per the direction of Engineer-in -Charge and as per BSNL drawinq a) For 11Omm outer dia pipe.
211	Providing and laying 4mm dia 3 strand polypropelene rope of ordinary grade (as per IS:5175-1987) inside the pipe from manhole to manhole as per direction of Enqineer-in-Charqe.
212	Providing and laying polythene sheet of approved quality and weight not less than 1 Kg. /1O Sqm. as per direction of Engineer-in-Charge. (The overlap shall not be less than 150mm wherever necessary). Polythene sheet to be wrapped all-round duct i/c fixing to the sides of soil by nailing etc. all complete. (Net area of polythene sheet ex. Overlapping) shall be measured for payment
213	Providing & fixing MS channel hot dip galvanized to a minimum coating wt. Of 610 gm./Square meter of size ISMC-75 (wt. 6.80 Kg./Mtr.) including making holes of 14mm dia as desired by the Engineer-in-Charge in both the flanges of the channel for fixing brackets and holes of 17mm dia in the web of the channel at the required spacing for fixing the channel to the wall of the manholes with the help of expandable type of 12mm dia, 65mm long stainless steel dash fasteners and hold-in-Anchor bolt of approved size & quality complete as per the direction of Engineer-in-charge and as per drg. The rate includes the cost of channel, dash fastners, bolts, washers, making hole etc. and the labour involved in all the operations as stated above: a)1600 mm long.
214	Providing and fixing in Manhole base slab, MS galvanized pulling eyelet of 20mm dia and 1OOOmm long, fixed in position as per direction of Engineer-in Charge and as per BSNL Drawings.
215	Providing and fixing sump cover assembly consisting of cover frame and grill as per drawing. The sump cover frame shall be manufacture red from 35x35x5mm galvanized MS angle section and shall have clear inside opening of 300x300mm having holdfast of MS flat of size 20x4mm, 150mm long including welding, the cover grill shall be approved factory make and made of steel fibre reinforced concrete of size 340x340x30mm thick and shall have 2mm thick galvanised plate all-round. The random distributed steel fibre shall be provided@ 0.75% by volume of concrete. The fibre shall be of medium tensile steel in accordance with IS 12592 (Pt1-1988).
216	Providing & fixing precast steel fibre reinforced concrete cover and frame for M/H of 690mm. Dia clear opening and shall be of approved factory make as per approved design & drg. Reinforced cement concrete of grade CU.M.O conforming to IS 456-1978 shall be used and admixture confirming to is 9103- 1979 shall be added to concrete mix. The manufacturing process shall be as per IS 12592 (Pt. 1, 1988). The random distributed steel fibre shall be provided at a rate of 0.75% by volume to concrete. The fibre shall be of medium tensile steel in accordance with IS 12592 (Pt 1 1988). The reinforcement as shown in drg. Shall be provided in the frame & cover and the same shall be welded to side lining of the cover. The galvanized MS Plate, Flat and Hooks as shown in the drg. Shall be provided in frame and cover for sidelining and lifting arrangement. The cover shall be able to withstand heavy duty loading conforming to classification HD-20 circular type as per IS-1726-1990. Suitable keyhole and PMT markings sunk cast on covers shall be made
217	Providing & fixing locking arrangement for Manhole as per drg. The locking arrangement shall be of galvanized MS Angles, square bars, flats, plate etc. The rate includes cost of materials, welding, drilling, galvanizing & labour for manufacturing and fixing to the Manhole wall etc.
218	Painting of Manhole code number with black or red paint over white base, in size of 1OOmm and 1Omm thick at the inside surface of all the opening in Manhole as per the direction of Engineer-in-Charge.
219	Providing and fixing in Manhole walls MS galvanized ladder hooks of 16mm dia and 800mm long fixed in position as per the direction of Engineer-in-Charge and as per BSNL drawing.
220	Providing and fixing steel work welded in built up section cable bearer for manhole/Handhole (including GI nut and bolts) as per drawing including cutting handling upto each manhole and fixing in position all complete as per the direction of Engineer in-Charge in tees, angles, flats and channels). (The end of the bolts shall be splitted into two parts and spreaded after fixing to avoid reopening and welding shall be continued on both sides. All the above steel sections should be hot dip galvanized confirming to IS standard with minimum thickness of galvanizing conforming to 570gm/sqm. The wt. of section without galvanizing shall be considered for payment.
221	Providing and fixing MS galvanized circular frame of 11OOmm dia consisting of 75x4mm flat including providing of 3 Nos. (150x15x6mm) MS galvanized lugs including cutting holes in RCC neck, welding lugs to reinforcement and making good the holes with RCC (1:1.5:3) complete as per direction of Engineer in-Charge.
222	Disposal of surplus excavated materials/earth/rock etc. including loading, unloading and stacking all complete. To the BSNL plot/dumping yard identified by the local bodies irrespective of all leads & lift as directed by Engineer-in-Chan:1e.
223	Dismantling of existing M/H & protection for existing OFC/copper cables
224	Dismantling of existing cable duct & handling of cable including serviceable material & disposal of unserviceable materials Signature of Authorized Signatory On behalf of Tenderer SCHEDULE-B ANNEXURE - B 1.4 Sub Head 4: Tree Cutting S. NO. Item Description Units Rate
225	Cutting Removal and transporting of trees/handing over to the concerned department as per the instruction of Engineer of girth (Measured at height of 1.0M above ground level) including excavation, backfilling,levelling of the ground as directed and specified in technical specifocation.
226	Up to 30C.M. Girth
227	Beyond 30 C M Girth up to and including 50 C.M Girth
228	Beyond 50 C.M. Girth up to and including 75 C.M. Girth
229	Beyond 75 C.M. Girth up to and including 125 C.M Girth
230	Beyond 125 C.M. Girth
231	Removal and transplanting trees {up to 1OKM lead) of girth (measured at height of 1.0M above ground level) including excavation, backfilling, levelling of the ground and, maintenance of tree for period of one year as directed and specified in technical specification.
232	Up to 30C.M. Girth
233	Beyond 30 C M Girth up to and including 50 C.M Girth
234	Beyond 50 C.M. Girth up to and including 75 C.M. Girth
235	Beyond 75 C.M. Girth up to and including 125 C.M Girth
236	Beyond 125 C.M. Girth Signature of Authorized Signatory On behalf of the Tenderer LUCKNOW-1B : ARCHITECTURAL FINISHING WORKS Schedule B2-Architectural finishing Works under NDSR Items S/NO. ITEMS AMOUNT (Rs.) SUB-HEADS
237	SUB TOTAL OF WOOD WORKS
238	SUB TOTAL OF STONE/GRANITE/MARBLE WORKS
239	SUB TOTAL OF FLOORING WORKS
240	SUB TOTAL OF FINISHING WORKS
241	SUB TOTAL OF SUSPENDED CEILING WORKS
242	SUB TOTAL OF METAL WORKS
243	SUB TOTAL OF GLASS WORKS
244	SUB TOTAL OF MISCELLANEOUS WORK
245	SUB TOTAL OF SITE DEVELOPMENT WORKS
246	SUB TOTAL OF ROOFING WORKS
247	SUB TOTAL OF METAL DOOR WORKS Total Architectural Works under NDSR items 511366240.1419495 Signature of Authorized Signatory On behalf of Tenderer Schedule Sub Head B2 ARCHITECTURAL FINISHES WORKS FOR STATIONS - NDSR S. No. Description Unit Total Quantity Rate Amount (Rs.)
248	WOOD WORKS
249	Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti-bacterial resistant 12mm thick solid compact laminate panels tested in approved laboratory. Finish the compact laminate must be Suede, Raw silk model includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS- 476/97 standard. This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Engineer instructions like (1) Doorknob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding. _will be anchored to the floor with a clearance height up to 150mm.The top fitting should consist of SS round top rail which will get fixed with pilasters SS wall fixing is used only on the wall which will hold the SS top rail. Note: The Rates includes all necessary Materials, Labour, Tools and plants. Nothing to be paid extra 1.1.1 Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width). Nos. 28.0 36659.39 1026462.92 1.1.2 Toilet Cubicle I-Shape (Front Partition) with standard dimension of 2000- 2100mm Height x 1000mm Width which includes 600mm door size width). Nos. 7.0 33971.03 237797.21
250	Providing and fixing Urinal partition made of 12 mm thick compact laminate total height 1195 mm, Depth 450-500mm, Gap from ground 500 to 600 mm (as per drawing) and fixing Toilet UMP (urinal modesty panel) made up of thermosetting resign treated high pressure, self supporting decorative compact laminates with permanently incorporate anti-bacterial agents (under JIS Z2801:2000 certification) during manufacturing. Compact board should be resistance to water immersion through permissible increase on thickness and mass <0.60% and board density >1.35kg/cm3 and fulfilled the criteria of green guard gold certification and manufactured under EN438-2&3:2005 standard. 12mm thick compact board should be Moisture resistant, Impact resistant, termite resistant, Scratch resistant ,Weather and climatic shock resistant. Finish of compact laminates should be suede finish which includes door, pilasters and intermediate panels finished with approved texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/97 and EN438-6 with classification of BS1D0 standard. Screw & wall plugs should be approved under the instruction of Engineer-in-charge. All screw will of 304 grade in SS with stain finish. All pilasters are supported by SS bottom cladding. Stainless steel L clamp is used to attach the divider to the wall, stainless steel L clamp hardware fittings along with SS 304 screws are used to fix the Urinal partitions on the wall.
251	Providing & fixing of workstation of size (1050±100) mm length x (600±50)mm width x 750mm height made of water & termite proof plywood board of thickness(18±1)mm,make: Merino/Century/Greenlam as approved by engineer-In-Charge.The work station shall be fixed with by 600mm wide and (18±1)mm playwood board with 1mm thick laminate as approved by engineer-in-charge.All necessary hardwares, hinges, lock, nob etc., is included in this item, nothing shall be paid extra.
252	Providing & Fixing storage unit of size (1222±100)mm I x (1200±50)mm width x 375mm height made of water & termite proof plywood board of thickness(18±1)mm, make: Merino/Century/Greenlam as approved by engineer-In-Charge.The rate is inclusive of plywood board,laminate stainless steel handle,hinges,edgebinder,tower bolt lock and nob (if required) to complete the job. Nothing shall be paid extra.
253	Providing & Fixing side table of size 600mm length x (600±50) mm width x 450mm height made of water & termite proof plywood board of thickness (18±1) mm, make: Merino/Century/Greenlam as approved by engineer-In-Charge.The rate is inclusive of plywood board,laminate stainless steel handle,hinges,edge binder,tower bolt lock and nob (if required) to complete the job. Nothing shall be paid extra.
254	Providing & Fixing side table of size 1200mm X 600mm made from 19mm thick MDF board of Century make and 1mm thick laminate of Merino make as approved by Engineer-in-Charge.
255	Providing fixing and Fabrication of Double skin, wooden partly/fully glazed partitions having base frame Members made from 12 mm thick commercial ply sandwiched with 19 mm thick commercial block board on both side placed at 30-35 cm centre to centre in both direction i.e. horizontal & vertical base, Frame comofladged with 12 mm thick commercial ply on both side covered with 6 mm thick MDF Board Grade – I fixed with decorative high pressure laminated sheet 1.00 mm thick of plain/wood grain in glass/matt/suede finish with high density protective surface layer and reverse side adhesive bounding quality confirming to IS-2046 Type-S including cost of adhesive of approved quality etc. complete as per direction of Engineer-in-charge. (12 mm thick toughened glass glazing with Garwara make film fixed on side to maintain the opacity and 50 X 20 teak wood polished beading shall be paid separately, and area of glazing shall be deducted from overall area of partition for payment purpose.)
256	Providing and Supply of double action hydraulic floor spring make DORMA consisting of floor spring & Transom Door Closers, BTS 75 V with spindle insert including cement box and cover plate – EN 1-4, HO 90-degree, Top centres 8062 with needle bearing Door Straps, zinc-plated, 8021 complete as per direction of Engineer-in-charge.
257	Providing & Supply of DORMA make Locks for Double Action Door assemblies (Universal centre Lock US 20 with EPC & LKP + Universal strike-box GK 50) as per direction of Engineer-in-charge.
258	Providing & Supply of DORMA make Pull Handles in Grade 304 TGDID 350 X 25 S, Satin as per direction of Engineer-in-charge.
259	Supplying and fixing of single seater sofa with chrome/wooden leg having foam of approved density leatherite tapestry of make and colour/texture and design as approved by the Engineer-in-charge
260	Providing and fixing closed and open storage with lock, Hanging rod with shelves of size 900mmX560mmX2100mm made of water & termite proof plywood board of thickness(18±1)mm with 1mm thick laminate of make: Merino/Century/Greenlam as approved by engineer-In-Charge. The dimension may vary 50 mm both on positive/negative side.The rate is inclusive of labour, plywood board,laminate stainless steel handle,hinges,edgebinder,tower bolt lock and nob (if required) to complete the job. Nothing shall be paid extra. SUB TOTAL OF WOOD WORKS 6888778.124812501
261	STONE/GRANITE/MARBLE CONCRETE WORKS Note: All granite slabs shall be selected as per approved sample from Tamil Nadu/ Karnataka/ Madhya Pradesh (Lalitpur)/ Rajasthan (Jhalore) of selected quality, uniform in colour, free from cracks, fissures and flakes with straight edges and perfect corners.
262	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 25 mm thick Granite stone slab using cement mortar 1:4 (1 cement : 4 coarse sand),laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge. 2.1.1 Polished Granite stone slab of lighter colour and shade like Jeerawal White, P- White, etc. SQM 23235.0 3330.59714 77386424.5479 2.1.2 Extra for Darker shade Jet black / Lakha Red or any as approved by engineer-in-charge. SQM 4647.0 611.935064 2843662.242408 2.2.1 Providing and laying 30mm thick Flamed with 25%-35% quantity prepolished as per pattern Granite Stone flooring in treads and landings (including bull nosing, rounding the nose and making groove) of steps of approved colour, size and pattern, (sample of granite stone shall be approved by Engineer-in-charge) over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coresand) laid and jointed with neat cement slurry mixed with pigment to match the shade of granite stone complete as per specifications and architectural drawings. SQM 2910.0 3150.078609375 9166728.753281249 2.2.2 Extra for Jet Black, Icone Brown, Lakha red or Red Silk, Blue Pearl granite SQM 1455.0 450.0099787500001 654764.5190812501
263	Providing and laying 18mm thick mirror polished Granite stone of Darker Shade Jet Black/Lakha Red od any equivalent as approved by engineer in charge in risers of approved colour, size and pattern (sample of granite stone shall be approved by Engineer in charge) over 12mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of granite stone complete as per specification and relevant drawing.
264	Providing and fixing dry cladding with 25 mm thick Polished (Polished up to diamond level and sample should be approved by Engineer-in-Charge) Granite Stone with (machine cut edges) of uniform colour and of size up to and equal to 1200 mm x 600 mm of any light colour and shade (Jeerawal white or any as approved by engineer-in-charge) fixed to structural steel framework and/ or with the he of cramps. Pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. The steel framework. Stainless steel cramps and pins etc. shall be paid for separately under DSR Item).
265	Providing & Fixing 25 mm thick Polished Granite Coping (Polished up to diamond level and Sample should be approved by Engineer-in-Charge) one side bull-nosed on wall cladding of any colour and shade (jet black/Lakha red or any as approved by engineer-in- charge) using cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. including Chisel in wall and fixing, Rubbing, Curing ,Moulding & polishing to edge to give high gloss finish etc. complete.
266	Providing and fixing 25 mm thick Polished (Polished up to diamond level and sample should be approved by Engineer-in-Charge) Granite Stone Cladding on Wall of size up to and equal to 1200 mm x 600 mm of any light colour and shade (Jeerawal white or any as approved by engineer-in- charge),using cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. and should be fixed with Stainless Steel Pins or cramps at all cornices of stones. The Rates include all T&P and materials including Stainless Steel pins or cramps, etc required to complete the job. Nothing shall be paid extra. 2.6.1 Extra for Darker shade Jet black / Lakha Red or any as approved by engineer-in- charge. SQM 692.0 611.935064 423459.064288
267	Providing and fixing 30 mm thick Jet Black Granite countertop polished and moulded over 19 mm thick commercial board in TOM, EFO, SCR etc with MS (with primer and 2 coat of enamel paint) carcase, 19 x 3 mm thick teak wood lipping includingall cut-outs/ opening complete in all respect specification and relevant approved architectural drawings. The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra.
268	Providing &Fixing of Glass Reinforced Concrete (G.R.C) Jalli 40mm thick in approved size, pattern, design, thickness and color of M/S UniStone make or equivalent to be fixed on/between RCC/Block work Column or Structural Steel work with ‘Dry fixing’ method with all appropriate steel framework, Stainless Steel (SS –304) ‘L’ shaped Clamps, dash fasteners and pins including anchoring, lifting, scaffolding etc. Complete as per architectural drawing and manufacture specification The Screens should be made from ’53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX(Germany)’ or equivalent. The material casting should take place in Synthetic Rubber/ FRP Mould manufactured by ‘Reckli’ or equivalent. SUB TOTAL OF STONE/GRANITE/MARBLE WORKS 167852747.4791105
269	FLOORING WORKS
270	Providing and fixing access raised floor of light grade of minimum 15 KN/m2 UDL panels manufactured from pressed formed corrosion resistant galvanised steel with total overwrap ofone-piece top, sides and bottom flange encapsulating high performance cementitious board case stitched and with a panel to cater in the size 600 x 600 mm. The panel has to be placed on the pedestal made from all solid steel construction, galvanised plated consisting of stringers, an anti-vibrational head cap with cruciform upstands and four panels locating studs, positively clipped pedestal clipped to the steel base plate. The pedestal cap shall have an electrical conductor plate for dissipation of static electricity. The steel base plate of the pedestal shall be fixed on the sub-floor with Epoxy pedestal adhesive and/or mechanical fixing with fasteners (8mm X 75mm). The Access floor should be able to take a point load of minimum 2.5 KN over 25 mm sq. and UDL of minimum 15 KN/sq. mtr. The panel shall be finished with high abrasion, anti-static HPL of formica colour Y606 having fire rating as per BS 476 clause 5, 6 & 7 complete as per specifications 3.1.1 Up to 450mm high cavity floor SqM 770.0 3788.13838 2916866.5526
271	Supply &fixing homogeneous & abrasion resistant Vinyl flooring 1.6mm thick of desired shade& in desired patterns, in TER, SER and S&T using suitable adhesive to give smooth & even floor with all labour, materialetc as required for proper completion of work
272	Providing and fixing heavy duty vitrified tiles of thickness between and equal to 15 mm to 17 mm on floor of any colour and shade as approved by Engineer-in- Charge. The tile should be fixed with chemical adhesive of approved make (BAL Endura/Duo-Bond / Laticrete Baber of diamond rated). The floor tile should be used with minimum gap by using spacer and the gap should be properly grouted with transparent epoxy grout of make (BAL Endura / Duo-Bond / Laticrete Baber of diamond rated), complete in all respect and as per specification and relevant architectural drawings. Before laying of the tile the Contractor should prepare smooth surface with level and gradients required for drainage system, well-coordinated with cable trenches, raceways, hume pipe and any utility as per approved combined services drawings and should take approval from Engineer-in Charge. The rates include all materials (Heavy duty tile, Chemical Adhesive, epoxy grout, spacer and any if required), Labours, tools, plant and equipment surface preparation include free from efflorescence, laitance, dirt and other loose material. Nothing shall be paid extra. 3.3.1 Heavy Duty Ceramic Tile (Size: 1200 mm x 100 mm) of Yellow Colour SqM 140.0 2183.562628 305698.76792
273	Providing and Laying of Foam Concrete under Raised Floor as /of density 1200kg/cum.
274	Providing and laying of solvent-free, cast in situ Epoxy Terrazzo over completely cured & levelled concrete. Fixing divider strips as per architect’s design, application of solvent-free epoxy primer followed by approx 10mm thick solvent-free epoxy terrazzo screed of approved colour and design. Grinding, grouting and application of acrylic sealer and polishing as per manufacturers’ guidelines, complete with tool and tackles to provide durable, wear resistant, aesthetic flooring. Subfloor Reinforced Concrete shall be cured for a minimum of 28 days. No curing agents to be used in areas to receive epoxy terrazzo.All work shall be done as per manufacturer’s specification and recommendation and inclusive of all material and activities. (Reinforced cement concrete to be measured and paid extra as per DSR item no 5.1.2 & 5.2.2).
275	Providing and laying Engineered Quartz stone 20mm thick in approved areas in flooring, in desired size with 3 mm epoxy grout, under tile primer at backside at all sides complete as per detailed drawings, fixing with approved quality compatible adhesive conforming to Type-2 Adhesive as per IS 15477:2004/ C2TES1 conforming to EN 12004:2017 standard as per prescribed application guidelines to correct line, level and plumb, complete in all respects and up to satisfaction of the Engineer-in-charge.
276	Providing and fixing of Tactile indicator made from SS- 304 grade stainless steel with mirror finish. This Tactile should be rich / best quality. All the indicators shall be installed into correctly drilled holes and place using suitable adhesive. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment.Nothing shall be paid extra. 3.7.1 Warning Tactile indicator – Shall be installed on the walking surface in a raised grid pattern of ‘dots or studs. They shall be placed at centre to centre placing of 61mm, measured along one side of a square arrangement. Minimum10 studs to be placed in direction perpendicular to the direction of travel. Size – 35mm dia. X 4.5mm ht Underside -10mm dia stem. No 21545.0 88.73831200000001 1911866.93204 3.7.2 Directional Tactile indicator – They shall be installed on walking surface, consisting of series of raised bar, oriented in line with direction of travel as per approved drawing. Min 4 bars to be placed in direction perpendicular to distance of travel. Size – 35mm wide x 4.5mm high x 288mm long Underside-3x15mm, No 47628.0 471.461172 22454752.700016
277	Providing and fixing of Tactile indicator made from Polyurathene (PU) with high luminance contrast, High UV Stability, impact and abrasion proof and provide an anti slip surface. This Tactile should be rich / best quality. Tactile tiles to have self adhesive backing based on peel and stick technology and to achieve seamless and precise installation on a smooth surface. All the indicators shall be aligned properly. Note: - The rates include all materials, Labours, tools, plant and equipment.Nothing shall be paid extra. 3.8.1 Tactile Tiles – Strips type. Directional Indicator of size 300 x 300 x 7 mm SqM 210.0 4051.0314 850716.594 3.8.2 Tactile Tiles – Studs type. Warning indicator of size 300 x 300 x 7 mm SqM 210.0 4051.0314 850716.594 SUB TOTAL OF FLOORING WORKS 35251205.54156099
278	FINISHING WORKS
279	Applying two coats (maximum 8 SqM/litre per coat with minimum 125-micron wet film thickness per coat) of two-part, high build, solvent free water emulsified epoxy resin based anti-dust concrete sealer coating on fair-faced block work/brick work and concrete surface inclusive of surface preparation over primer coat/initial coat as per manufacture’s recommendation. All complete as per specification.
280	Providing and painting DECO PU paint of approved brand and shade over M.S Structure two or more coats to give an even shade, including one coat of primer, preparation of surface using automotive putty, thinner etc. surface duly emery papered to give a perfectly smooth and even prepared surface before painting etc. complete in all respect as per satisfactionof Engineer-in- charge. The rates include all materials, Labour, tools, plants and equipment. Nothing shall be paid extra on this item.
281	Ceramic coating over glass/SS sandwiched panels/ metal sheets/ tiles etc. designed as desired and using ceramic coating on toughened glass to achieve any colour and shade as approved by engineer-in-charge on toughened glass of any thickness. Printing shall be smooth/ textured as directed by the engineer-in-charge. It is including the cost of transportation, loading and unloading etc complete as per architectural drawing and direction of Engineer in Charge.
282	Providing & Laying “Resin based Epoxy” flooring of 3mm thickness on concrete surface. The scope includes but not limited “ Providing and applying a 200 micron thick primer two component (Epoxy Resin: 100 P.B.W. (ASTM – D-1544, 5478, 1652) and Epoxy Hardener: 100 P.B.W. (ASTM – D-1544, 5478, 2073) non fillerised Epoxy material over a concrete surface prepared after proper grinding by equipment to remove loose particle, contamination and itumast to provide a sound gripping surface.”The Epoxy primer has to ensure the excellent penetration and sealing of concrete as per the relevant drawing and specifications and under the directions of engineer-in-charge. The rates include all materials, tools, plant and equipment. Nothing shall be paid extra.
283	Providing and fixing at locations ceramic art glazed hand made tiles of 8-10mm thickness. Tiles shall be square or rectangular of sizes such as 25x150mm, 50x50mm, 75x75mm, 100x100mm, 75x150mm, 100x200mm, 75x225mm etc of approved make and approved colours fixed over cement plaster surface with adhesive as per approved pattern and grout of permanent matching tile colour as per manufacturer specification complete as directed by the Engineer-in-charge at site. The Material of The Tiles shall be of Fine Quality of China Clay Mixed With Other Chemicals Like Quartz, Phelsphar and Welsonite Etc. The Contents are mixed and grind to make the Clay Ready To Provide Shape. To Shape A Particular Model Moulds & Dies Shall Be Used.The Tiles Shall Be Double Fired, First At 1130-1200 C For The Strengthening O The Tiles Called Bisquid And Secondly in 1050-1100 C For The Glazing Process Ensures That The Glaze Tiles Sustain The Extreme Weather Conditions. SUB TOTAL OF FINISHING WORKS 8074787.784420001
284	SUSPENDED CEILING WORK
285	CALCIUM SILICATE BOARD CEILING - Providing and installing suspended ceiling systems / vertical fascia as per controlled sample for concourse, 12mm thick Calcium Silicate Board panels with paint as per specification including supply of suspension system of galvanised steel as per manufacturer's recommendation, top fixing of SS expanding anchor bolts, rigid hangers, accessories inclusive of providing opening for electrical fixtures / fittings, fixed framing to support fixtures / fittings and providing secondary supporting system for cable tray and duct and all complete as per relevant drawings and the direction of Engineer-in-charge.
286	Providing and installing suspended ceiling system at all levels with interlocking grid of size 1200x600mm ceiling module of size (1250x600) consisting of demountable infill units (size 1200x600x1.2mm) having 50mm gap at every 1200mm, gap covered with 82mm wide channel having flanges to hold ceiling panels. The panels and channels shall be made from 1.2mm thick GI sheet, punched and bent to shape. The panels shall have perforated area 30-40%. The ceiling shall be powder coated (PPC, 80 micron) on exposed and unexposed surface with approved colour. The grid system shall include hangers and runners of size 50x50x3mm thick hot dip galvanised steel, fixed on soffit of slab with the help of stainless steel expansion fasteners of size 10x75mm (Tam Anchor), The ceiling system to include panels, hanging system including the cost of providing opening and electrical fittings/fixtures, secondary supporting system for opening and below cable tray and duct, access to maintenance, all complete as per requirement of Engineer-in Charge.
287	Providing and fixing vertical baffle ceiling system comprising of baffles 50 mm wide & 150mm Height, installed at 150mm C/C distance manufactured from 0.6mm GI sheets, Baffle ceiling are supplied with the end cap matching the similar finish of baffle. Tolerances according to TAIM, DIN EN 13964 and quality controlled to ISO 9001:2008 approved by TUV. Substructure for Vertical baffle ceiling system consisting of U-shaped galvanised mounting rail carriers 1.5mmThick installed perpendicularly to U 1040 form punched angles at maximum 1200mm centres using cross connectors. The primary profiles must be connected to one another with longitudinal splice connectors. The entire ceiling module shall be suspended with 6mm diameter galvanized steel threaded rods from the true ceiling officially approved anchor fasteners maximum at 1200mm Centres as per the requirements of DIN EN 13964 and the statics of the system. Ensure horizontal and flush alignment during installation. Finishes of vertical baffle ceiling system: RAL powder coated finish of 60 microns thick coating. No Pre-Coated products shall be accepted. Note: The rates include all materials, Labours, tools, plant and equipment. Nothing shall be paid extra. 5.3.1 Linear baffle ceiling Sqm 17790.0 6833.703084 121571577.86436
288	Proma seal or equivalent acrylic intumescent sealant 2 hours fire rated in accordance with BS 476-Part 20, IS 1530 Part 4 to seal gap & joint in fire rated walls and floors and around service penetration for 25 mm gap and 12 mm depth.
289	Bulkhead - Supply and Installation of two hours fire rated integrity, false ceiling constructed from 9mm thick, PROMATECH H or equivalent boards secured with M4 self tapping screws at Approx. x200mm centres. The Promotech H board suspended from M.S channel section 150x64x1.9mm at 610mm spacing. A cover strip of 100mmx9mm shall be fixed on the underside of the frame work at transverse joints. The butt joints of the boards shall have screws in the alternative position every 200mm considering the board with spacing shall be done at 610mm. The PROMOTECH H board shall have a density of 975 kg./m3 and shall be resistant to vermin, mould growth, minor impact, abrasion and short term water attack. The board shall be off-white in colour with a smooth surface suitable to receive most forms of decoration. The boards shall be Non Combustible, according to BS 476: part 4 or AS 1530: Part I and shall have surface spread of flame: Class 1 to bS 476 Part 7 or AS 1530: Part 3. All components shall be installed to manufactures instructions to meet the performance criteria of integrity in accordance with BS 476: Part 22: 1987. The rate includes complete work including fitting & fixtures.Jointing and painting for aesthetic look, if required shall be extra. Seal all gaps with fire rated sealent after the installation of light fixtures. SUB TOTAL OF SUSPENDED CEILING WORKS 141545909.308257
290	METAL WORKS
291	Providing and fixing Prefabricated MATTE FINISH, of height (900 mm to 1100 mm) Stainless Steel hand railing of50 mm OD (outer dia) Stainless steel Grade 304, 3.15mm thick. 25mm dia jointing pin, SS Spider fittings, SS base plate, pipe’ adjuster M16X200mm, SS fasteners for fixing railing in floor/ staircase by cutting hole of required dia covering with SS- cover plate complete in all respect with 1 No. 12mm thick toughened glass and fixed with SS brackets with all necessary fitting and making good the flooring as per Specifications and relevant Architectural Drawings. The rates include all materials including fasteners, Labours, tools, plant and equipment. Nothing shall be paid extra. Note: This item should be used only for prefabricated railing of approved make.
292	Supplying, fabricating, MATTE FINISH, erection of 900 to 1100mm high SS handrailing as per design comprising of 50mm dia, 3.15mm thick, Stainless-steel Grade 304 with balustrades as per drawing, SS base plate, pipe adjuster M16X200mm SS fasteners for fixing railing in floor by cutting hole of required diain floors/ landing/staircase complete in all respect and making good the floors as per Specifications and Architectural Drawings.
293	Supplying, fabricating, MATTE FINISH, erection of required height (900 to 1100 mm) SS handrailing as per design comprising of 50mm OD Stainless steel Grade 304, 3.15mm thick. 25mm dia jointing pin, SS Spider fittings, SS base plate, pipe’ adjuster M16X200mm SS fasteners for fixing railing in floor/staircase by cutting hole of required dia covering with SS- cover plate complete in all respect with 1 No.12mm thick toughened glass and fixed with SS brackets and hinges and making good the flooring as per Specifications and relevant Architectural Drawings.
294	Providing & Fixing SS Grating with 3mm thick 304 Grade SS pressed plate with 6mm wide slits @ 15mm c/c with 35mm X 35mm X 5mm SS grade 304 tube section welded all around edges and at suitable interval for support, flushed with Floor finish including providing& fixing necessary MS angle frame etc. complete as/Drawing (for payment purposes only SS item shall be measured). 6.4.1 300mm X 6300mm, 300mm X 4200mm KG 1400.0 568.23832 795533.648
295	Providing and fixing SS Grating with 3mm thick 304 Grade SS pressed plate with 6mm perforation and 12mm c/c over grade 304 SS frame of size 35mmX35mmX5mm flushed with floor finish including providing and fixing necessary MS angle frame etc. complete as perdrawing (For payment purpose only SS item shall be measured). 6.5.1 300mmX300mm KG 700.0 568.23832 397766.824
296	Providing and fixing panels of 3 mm, pressed plate of grade 304 stainless steel, matte finish including Stainless Steel frame of 30x30x3 mm with all accessories and fixtures for removable access panel in block work. Access hatch should be fixed by butterfly screw or Earl Bihari type Hung's all complete as per drawings and specifications. (for payment purposes only SS item shall be weighed.)
297	Fabricating and supply of stainless steel (conforming to grade SS 304 satin finish) four-seater bench without backrest as per drawing.
298	Designing, providing, fabricating, transporting, erecting and securing in position MS (including finishing with primer and enamel paint) structural steel work for Equipment Opening in Underground Station Ancillary buildings complete as per specifications, approved shop drawings and /or instructions. Work under this item would generally cover all structural steel work including but not being limited to, beams, rafters, purlins, runners for cladding, brackets, bracings, etc, (but excluding roof sheeting) Work to include all intermediate stages of activities not defined herein, but otherwise implied for total completion of work and structure should be detachable for maintenance and cleaning purpose. Cost to include but not be limited to, all materials including wastage, all consumables, fasteners of all types for both temporary and permanent stages of work, all temporary stays, labour, temporary works including staging, scaffolding, tools, plant and equipment, and costs of all incidentals and necessary testing of material, workmanship etc as per specifications. 6.8.1 Opening for Equipment in U.G stations, including roof rafters, purlins, runners, etc. KG 10500.0 88.61788 930487.74
299	Fabrication, supply and erection of Hot dip galvanized MS channel cover plate, fabricated from 6mm thick MS chequered plate fixed over cleats, stiffeners, runners using 40X40X6 mm Msangle grouted in position etc completeas per directions of engineer-in-charge (only 6 mm galvanized chequered plate is covered under this item. Other items shall be paid by weight separately.)
300	Motorise Rolling Shutters 6.10.1 Providing and fixing Automatic Galvanized Industrial Motorized Rolling Shutters with grills for ventilation (heavy duty) made out of approved make, required size and shape with G.I. guides control box drive unit, bracket plate, mortar and with all other necessary accessories complete in all respect as instruction of Engineer-in- charge. Note: The rates include all materials, labours, tools and plant, equipment etc. Nothing shall be paid extra for this item. SqM 350.0 20750.965508 7262837.927800001
301	Providing and fixing door with shutter fabricated from18 gauge thick galvanised steel sheets press formed to provide a 46mm thick fully flushed double skin door with lock seam joints at stile edge and infill insulation kraft core. Door frames 57x120 mm itumas. to be single rebated made of 16-gauge galvanised steel. Door shutter and frame to be primered in stoving grade epoxy zinc phosphate primer and finished in aliphatic grade U.V. resistance polyurethane paint. Door shutter and frames to have all hardware preparations, pre punctured at the factory all complete with and including filling of door frames with P.C.C. 1:5:10 (1 cement: 5 aggregates: 10 coarse sand). 6.11.1 Single leaf door shutter SqM 52.5 5050.938152 265174.25298 6.11.2 Double leaf door shutter SqM 24.5 5050.938152 123747.984724 6.11.3 Extra for 250 x 150 mm vision panel with 6mm thick clear toughened glass. No. 7.0 1199.60308 8397.22156 6.11.4 Extra for provision of air transfer grille appx. 400x400 mm No. 5.6 1325.876032 7424.905779199999 6.11.5 Heavy Duty Door Closer Each 28.0 1389.002472 38892.069216 6.11.6 Eurofile Mortice lock -240 with double pin cylinder having master arrangement and ss handles Each 28.0 2651.742028 74248.776784 6.11.7 Concealed SS finish tower bolts (300mm) Each 28.0 176.78414 4949.95592 6.11.8 Magnum or equivalent make SS 4 Ball Bearing hinges Each 112.0 88.387052 9899.349823999999 6.11.9 SS handles Dorma or equivalent make for double leaf door Each 14.0 568.23832 7955.336480000001 6.11.10 Dorma or equivalent make Panic Bar for Double leaf door Each 7.0 18183.37534 127283.62738 6.11.11 Installation Charges SqM 52.5 694.5012360000001 36461.31489
302	Providing approved galvanized chicken wire mesh (24-gauge 12mm size) to junctions of concrete and masonry work and other locations were called for including cutting to required sizes side laps of minimum 75mm and fixing in position with galvanized wire nails as approved complete.
303	Providing and fixing MS tube of approved size by welding etc for substructure for panels, screens etc including applying a priming coat of approved steel primer and fixed with dash fasteners complete.
304	Providing and fixing aluminium mill finish sub framework with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285 fixed with raw plugs and stainless-steel screws etc.
305	Providing and fixing of Steel / Copper composite panel at required height, shade and size. Steel / Copper composite panel consisting of 4 mm thick sheet having 3.2 mm FR plastic core sandwich between two skins of 0.4 mm copper/ Stainless Steel Sheet / Panel on Wall /Column. The Copper composite panel /Steel composite Sheet should be cut and bend to required size / shade and shall be fixed on Aluminium frame which in turn shall be supported on wall / column structure in station building with necessary sleats and screw as approved by Engineer-in- Charge. The aluminium frame shall be fabricated from 25 mm x 35 mm x 2.5mm thickness extruded tubes. The rates include all materials, (but not limited cost of aluminium frame, steel / copper composite panel, cleat, sealant, all necessary fixture, Labour, tools, plantsand equipment and any if required to complete the work. Nothing shall be paid extra.
306	Providing, Fabricating, Polishing & Erection of Required Height,Shape and Designing Comprising of 3 mm thick SS Grade 304 Sheet Cladding Over RCC Column on Aluminium Base frame of 25x35x5mm & 450 mm width Perforated (6mm perforations @ 12mm c/c) SS Grade 304 Matte Finished Sheet fixed on Frame 2 nos of 50 mm SS Grade 304 Dia Concentric Pipe, Bracing of 2 rings with 12 nos of 50 mm SS Grade 304 Dia pipe fixed on to the RCC Column with 3 nos. of 20 mm thick arched shape Plate to support the Frame as per Architectural Drawing (for payment purpose only SS item shall be measured. Aluminium base frame shall be paid extra as per DSR item no 21.1.1.). SUB TOTAL OF METAL WORKS 49015424.21641722
307	GLASS WORK
308	Providing and installing fixed glazed security wall assembly of stainless steel to ticket offices. With specified fixings and finish using 2 sheets of 6mm thick toughened glass with nominal gap silicone sealant joints. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer- all complete as per relevant architectural drawings and specification with cut out & holes.
309	FIRE RATED PARTITION-1837mm X2400mm 7.2.1 Providing and fixing of tested 120 minutes fire rated-integrity and radiation control (EW120)- fully glazed non-load bearing fixed partition system at SCR and Lift. The glass should be door lite 0f 11mm clear 120-minute fire rated and partially insulated (EW120), non-wired toughened glass having a sound reduction of greater than 37 db, LT of 86% and compliant to class 2B2 category of impact resistance as per EN 12600. The glass should be manufactured in UL &TUV audited facility and including UL-EU certification. The system is tasted as per EN1364-1999 or equivalent in Efectis Nederland BV, any other reputed laboratory. The profiles are manufactured from 2mm galvanised steel sheet pressed formed to a profileof thedimension of 60X70(overall dimension in mm) as per test evidence. The profile has to be fixed to the supporting construction by means of M10X120 or bigger steel bolt at every 150mm from the edges and every 500mm( itumas.) c/c. Powder coating shade as proved by architect. The glass should be held in its place with the help of min 1.6mm GI beading which can be clamped or bolted to the profile by 4mm X35mm steel screws at every 25 mtr c/c and a ceramic tape of the c/s of5mmX20mm as per the test evidence. A 2mm ceramic paper should be put all around the perimeter of the glass. The glass panes are to be supported on non-combustible 5mm calcium silicate setting blocks. The max glazing size cannot be more than 1100mmX 2200mm(2.42SqM) in total area as per the test certification. SQM 70.0 28388.5823 1987200.761 Sub Total Amount (For partition) 0.0 7.2.2 Installation SQM 70.0 1419.431624 99360.21368
310	Providing & installing Fixed glazed wall assembly with specified fixing & finish using of 2 sheets 6mm thick toughenedglass with nominal gap silicon sealant joint. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer, Glass held with SS patch fitting – all complete as per relevant architectural drawings and specification with cut out & holes.
311	Providing and fixing of toughened laminated glass door in EFO (6mm + 1.52mm + 6mm) including stainless steel door handles, deadlock and Floor spring complete necessary cutting in graniteflooring for housing of floor spring as /drawing
312	Providing and fixing in position frameless glass partition walls made out of 12mm thick toughened clear float glass held in position by wall connecting profile (with or without open able glass door made out (i) Two Set of 350mm long pull handles of approved make (ii) Two number corner locks US10 of approved make (iii) Floor spring BTS-80 of approved make. (iv) Lock keeper Plate stainless steel strip at the bottom of doors for doors exceeding 1100mm with openable Door (Double Leaf). SqM 16.8 8989.716892 151027.2437856
313	Providing and fixing structural glass assembly of glazed smoke down stand using 2 sheets 6mm thick toughened glass with nominal gap silicon sealant joint. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer, as per specification and grade 304 stainless steel of hairline finish assembly fixing on bolted patch plate & SS Spider Fitting with counter sunk screw including down hang galvanised bracket support from structural slab using approved anchor as shown in the detailed drawing, including providing and fixing Rock Wool packing with 12mm thk calcium silicate board as per specification from 1500 to 2000 mm height above false ceiling and bottom edge finished with 3mm grade 304 SS pressed plate as per relevant architectural drawing, for fire separation.(for payment purposes area of glass only shall be measured).
314	Providing and fixing 8mm thick toughened glass on wall with stainless steel spider fitting and on glass back side Translucent film of approved shad the vinyl should be 2-mil thick with or without adhesive: 3 to4 mils (0.08 to 0.1mm) long-term cast vinyl films with a synthetic lay flat liner that is not affected by water or humidity. The film should be plotter cutted as per the approved design. Warranty to be given by vinyl company for 5 years.
315	Providing and fixing toilet mirror in 6 mm thick clear float glass with bevelled and polished at edge, fixed on wall with 6mm thick hard board backing fixed to wooden cleats with 8mm dia 38mm long stainless-steel stud complete.
316	Providing & fixing 8mm thick toughened glass on wall with glued fitting and on glass back side Translucent film of approved shade the vinyl should be 2- mil thick with or without adhesive: 3 to 4 mils (0.08 to 0.1 mm), long- term cast vinyl films with a synthetic lay flat liner that is not affected by water or humidity. The film should be plotter cutted as per the approved design. Warranty to be given by vinyl company for 5 years.
317	Providing and fixing 12 mm thick toughened glass glazing in double skin wooden partitions of approved brand and manufacture, including Garware, 3M or equivalent make sparkiling film on one side of glass to maintain the opacity with the help of 50x12 mm thick second-class teak wood polished beading in approved shade all completes as per direction of enginner in charge (50x12 mm thick second-class teak wood polished beading shall be paid itumastic)
318	Providing and fixing of 4 mm thick annealed GRIHA rated lacquered glass of color and shade approved by Engineer-in-Charge. The glass should be fixed with compatible neutral core silicon / lacquered glass compatible double-sided tape (SGG CLASSMATE PRIMAF1X) on a perfectly itumast 12mm thick waterproof plywood / MDF / Mineral fibre board of approved make which is mounted on the RCC work / Block work / Brick Work / MS Frame as per Site. The Silicon / tape should not react with coating on glass & render even color tone when viewed from glass side. The Lacquered glass must be made industrially; must be opaque, coated with PU lacquer (minimum 60 micron thick or more); highly durable; humid resistant, The gap between RCC work/block work/ brick work/MS frame and Lacquered glass should be fixed with powder coated aluminum tube, channel of colour and shade approved by Englneer-in-Charge.The cost of aluminim work and MS frame as stated above shall be paid extra as per relevant DSR 2021 item. The rate is inclusive of providing and fixing 12 mm thick waterproof plywood/ MDF / Mineral fibre board of approved make, all requied holes, any grinding, beveling, Polishing, necessary accessories, materials, labour, tools and plant etc.
319	Extra for providing 6 mm thick annealed GRIHA rated lacquered glass in place of 4 mm thick lacquered glass as mentioned in item no7.11
320	Extra for providing 8 mm thick annealed GRIHA rated lacquered glass in place of 4 mm thick lacquered glass as mentioned in item no7.11 SUB TOTAL OF GLASS WORKS 40412343.17818881
321	MISCELLANEOUS WORKS
322	Extra for galvanising over structural steel as per the drawings & Specifications etc complete in all respect
323	Providing, supplying, erecting and fixing in position 3mm thick polycarbonate sheets of approved texture and color. Cost to include jointing, sealing with Butyl adhesives and takes as per manufactures specifications and cover all cost of labour tools, plants, temporary works etc all complete.
324	Providing 10 mm thick multiwall, IR/UV obstructing Polycarbonate sheet roofing including curved surface, cutting to size and shape wherever required as per detailed drawing, and fixing to structure as described with bolts and nuts 8mm diameter with washers and other accessories complete.
325	Providing and fixing 12mm thick vanity counters/ledges for W.C and Urinals of solid acrylic material over 12mm external grade ply with all necessary framework, fasteners etc. complete.
326	Digital UV printing over glass/SS sandwiched panels/ metal sheets/ tiles etc. designed as desired and using original UV 8 colours inks with 29 picolite spectra galaxy print head or equivalent, double deposition of ink, on vacuum table of size bigger than 2500X1500 for precision holding of metal sheet etc including the cost of transportation, loading and unloading etc complete as per architectural drawing and direction of Engineer in Charge. Printing shall be smooth/textured as directed.
327	Providing and fixing Acoustic insulation above False ceiling (baffle Ceiling/GRG) Mineral Rockwool type insulation (32 kg/cu.m density),50mm thick wrapped in black cloth conforming to A1s1d0 as per EN15283-1(2009) standards at least 70% areas above baffle to be treated. Fixing detail to soffit shall be as per DDC approved drawing.
328	Providing and fixing of sold grade compact HPL as per 438-6 as per EN 438 -6 Type EDS (Exterior Dubai. Standard) / EGS ( Exterior General Standard) manufactured using specially treated acrylic resins under high pressure and temperature & hardened into sheets, thus providing all weather protection and UV Resistance on an Aluminum Sub Structure of Aluminum tube Channel having thickness 63x25x2mm, it should be powder coated with approved colour complete in all respect as per Engineer-in-Charge (used for I cladding, canopies, fences, pergola, outdoor cladding, balcony cladding, railing gate, elevation, etc. 8.7.1 6 mm thick HPL sqm 350.0 4077.305648 1427056.9768 8.7.2 Extra for CNC cutting of HPL (High Pressure Laminate) / Acrylic solid surface as per design apprived by Engineer-in-charge. sqm 350.0 1703.30992 596158.4720000001
329	Providing and fixing Polymer Concrete Saucer self drainage channel of approved brand having no water penetration, having adequate bending tensile strength and compressive strength. The item Includes use of itumasti course of cement mortar 1:3 (I cement: 3 coarse sand) up to 50mm over the existing floor to maintain required slope, laid and jointed with waterproof sealant, connection with drain etc complete. The framework and grating shall be paid separately.
330	Providing & Laying on the wall opening with fire rated of 120 min with PROMATECH-H (9mm Thick) board to be fixed with G.I frame having perimeter angle 30x30x0.5mm thick angle on the wall/floor/ceiling on interval of 300mm centre. All sides of the board/Joints to be sealed with acrylic sealent fire rated-BS476 part 22 AS1530 Part 4.
331	Bicycle Stand: Supply and fixing of Factory moulded, pre fabricated MS epoxy painted bicycle rack one set of 5 bicycles for outer application . The size, color, shape and design shall be as per manufacturer's specification and approved by the Engineer-in-charge. SUB TOTAL OF MISCELLANEOUS WORK 26598356.03988621
332	SITE DEVELOPMENT WORKS
333	Construction of GSB by providing close grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete.
334	Providing and laying Ready mix concrete of grade M15 for external development works.
335	Supply, placing & fixing in position precast bollard of Overall Dimensions: 950 mm Height X 150mm dia as per manufacturers specification. The bollard is reinforced with 4 Nos, 8 mm dia — 950 mm long & 4 Nos 12 mm dia — 450mm long & 4 Nos 4 mm dia - Stirrups at 150mm c/c. The bollard is manufactured with cement concrete of mix M — 30 grade by vibro compaction method using FRP/steel moulds, so as to achieve shuttering finish. The bollard should embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. The Contractor shall submit the sample of bollards and get the approval of engineer-in-charge prior to execution of work.
336	Supply and fixing of wire mesh fencing 2.5 mtr height with gate frame of 3 mtr x 2.5 mtr with complete material including painting e.g. angle, chain link, wire mesh and civil etc. complete as per specification & drawing. Angle iron size 50x50x6mm & MS strip 50 X 3 mm, Wire mesh 1\\"x3\\" of 8 SWG wire to be used for wire-mesh with providing support at 1.25m distance. SUB TOTAL OF SITE DEVELOPMENT WORKS 8162878.17109375
337	ROOFING WORKS
338	Supply and fixing of KALZIP/KINGZIP or equivalent Straight / curved “Self supported secret fix standing ROOFING SYSTEM in 0.9mm Thick AA 3004 ALUMINIUM ALLOY. The general roof-construction shall comprise from bottom to top: (1).Top layer – 65/400 profile sheeting manufactured from aluminium self-supported standing seam roof system from aluminium alloy AA 3004 H46 (AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.9mm and PVDF2 finish on the exposed surface. Accessories, Fasteners. The material properties shall be as follows: Ultimate tensile strength: minimum 200 N/mm2, 0.2% Proof Stress: min 185 N/mm2, Modulus of elasticity: 70,000 N/mm2. The panels shall be finished with PVDF. The fluorocarbon coating (2-coat system) shall consist of:- First coat - Inhibitive primer, with a dry film thickness averaging 5-Second coat – fluorocarbon colour coat, with a minimum dry film thickness of 20 microns. The inner side of the panels shall be finished with primer coating of 5-7 microns. The roofing system provider shall be certified with a British Board of Agreement and should have both Factory Mutual (FM-4471) & UL Certification (UL-90).
339	Flashings: Supply & Fixing of Flashings manufactured from aluminium alloy AA 3004 (AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.9 mm and PVDF finish on the exposed surface. The material shall be of the same colour. The girth shall be upto 570mm
340	Providing and fixing single skin trapezoidal Profiled sheeting with 1000 mm effective covered width 28-35 mm crests @ 200-300 mm pitch manufactured out of 0.5 mm TCT (Total coated thickness) Hi-tensile Galvalume/Zincalume steel. Sheets shall have wide pans with 2-3 nos stiffeneing ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin supports and anti-capillary flute in side lap. Sheets shall have hotdipped metallic Zinc-Aluminum alloy coating (150 gms/sqm, Zinc 45%, Aluminum 55%). Coating mass total on both sides AZ-150 or equivalent as per AS 1397-1993. Minimum 550 Mpa yield strength with silicon modified polyester (SMP) coating, (minimum silicone content 30%-50% or superpolyester XRW quality paint coat of approved colour. Coating shall be as per AS/NZS-2728-1997, Category-3. Total coating thickness of 35 microns, comprising of 20 microns exterior coat of SMP over superpolyester XRW on top surface and 5 micron polyester reverse on back surface over 5 micron primer coats on both surfaces including side and end laps. The Sheets shall be fixed using polymer coated hot dip galvanized hex head self drilling fasteners as per AS 3566 class 3 on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners @ 300 mm c/c on all sides and end laps etc. Measurement shall be based on per unit of finished / laid surface area. Item to include curved sheets also whereever required. Approved sealing tapes shall be used on side laps and end laps of sheets and closers to be provided at the last end of sheets. The Contractor shall give a minimum 10 year guarantee for sheets against deterioration, disintegration loss of lusture, variation in colour etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to safely carry 1.10 times the design wind loads and coating thickness to the satisfaction of the Engineer-in-charge. Fasteners shall also be load tested. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation. The item includes all necessary flashing, trims ridge caping accessories & fastner to ensure an altight, insulated building which is not only functionally complaint but also aesthetically pleasing with contemporary international look. SUB TOTAL OF ROOFING WORKS 18680460.12
341	METAL DOORS
342	FIRE DOORS 11.1.1 Fire check doors supply of approved make 2hrs fire rated door fabricated and successfully tested at CBRI Roorkee in both direction -satisfying two criteria (Stability and Integrity) confirming to BS:476 Part II, IS3614 Part Il as per schedule of requirement. SQM 630.0 8282.714205535714 5218109.9494875 11.1.2 Clear Vision panel of 200mm x 300mm per leaf with fire rating of Saint gobain or equivalent make of glass Each 168.0 621.2083869642856 104363.00901 11.1.3 Heavy Duty Door Closer-with regular arm of Dorma or equivalent make Each 84.0 1518.498675803572 127553.8887675 11.1.4 Eurofile Mortice lock -240 with double pin cylinder having master arrangement and ss handles- Dorma or equivalent make Each 210.0 2898.951043392857 608779.7191125 11.1.5 Concealed SS finish flush bolts (300mm long)- Dorma or equivalent make Each 210.0 193.2584027678571 40584.26458125 11.1.6 Magnum or equivalent make SS 4 Ball Bearing hinges Each 910.0 96.63455866071428 87937.44838125 11.1.7 SS handles Dorma or equivalent make for double leaf door Each 210.0 621.2083869642856 130453.7612625 11.1.8 Dorma or equivalent make Panic Bar for Double leaf door Each 105.0 19878.51837910714 2087244.42980625 11.1.9 Installation Charges for door including hardwares SQM 630.0 759.243980625 478323.70779375 TOTAL OF FIRE DOOR WORKS 8883350.178202499 GRAND TOTAL OF METAL DOOR WORKS 8883350.178202499 Signature of Authorized Signatory On behalf of Tenderer SCHEDULE B3 - PLUMBING, DRAINAGE & SEWERAGE WORKS UNDER NON DSR S/NO. ITEMS AMOUNT (Rs.)
343	SANITARY FIXTURES
344	SOIL WASTE & VENT PIPES AND FITTINGS
345	WATER SUPPLY SYSTEM
346	DRAINAGE AND SEWERAGE SYSTEM
347	RAIN WATER PIPES
348	PUMPS / WATER TREATMENT SYSTEM
349	TUBEWELL AND TUBEWELL PUMPS
350	SEWERAGE TREATMENT PLANT TOTAL PLUMBING, DRAINAGE & SEWERAGE WORKS 31772731.311778776 Signature of Authorized Signatory On behalf of Tenderer Schedule Sub Head B3 PLUMBING, DRAINAGE & SEWERAGE WORKS: NON DSR ITEMS UNDERGROUND STATION S.No. Description Unit Total Quantity Rate Total Amount (Rs.)
351	SANITARY FIXTURES
352	Providing and fixing C.P. brass towel rail 24\\"as per approved make.
353	Providing and fixing C.P. brass twin Coat Hooks (Jaquar Cat. No. 1161 or equivalent) fixed on door with cp brass screw complete in all respects.
354	Providing and fixing, ABS plastic body liquid soap dispenser with push lever assembly complete with soap refill as per approved make.
355	Providing and fixing Heavy Class SS grating with Coackroach proof SS strainer of approved design including setting 7in floor with cement mortar to match with floor finish as per architect requirement suitable for waster and FT.(size 100x100 mm)
356	Providing and fixing grab bar 600mm as per approved make.
357	Providing and fixing in position of white vitreous china counter below rectangular wash basin (size 580 x 450 mm) with granite top C.I. bracket painted white, 32 mm dia C.P. brass waste, C.P. brass chain with rubber plug, 32 mm dia C.P. cast brass bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including cutting and making good the walls floors wherever required.
358	Providing and fixing testing and commissioning of storage type water heater (Geyser) (A. O. Smith make or equivalent) with automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082, including cutting holes & making good the wall wherever required complete in all respects. 1.7.1 25 Litres Each 7.0 11724.02510625 82068.17574374999
359	Providing, Fixing, testing & commissioning of two way CP brass Bib Cock with CP brass stop cock and ABS Heath Faucet (complete with hook and flexible SS tube min. Length 1.0 m) . Fixture to be taken as approved by Engineer Incharge/Architect Incharge
360	Supply, Fixing solid state, no touch operting, fully hygienic hand drier (Jaquar - HDR-SAP-M99ACS) of approved shade with single blower, with time delay, summer & winter control, music while drying, volume ON/OFF controls including providing necessary brackets, cable from drier to Plug, Plug top key and lock etc, complete as required.
361	Providing and fixing testing and commissioning of Water cooler - storage capacity 80 liter, including providing necessary brackets, cable from drier to Plug, Plug top key and lock etc, complete as required (Blue Star SDLX 6080 B). TOTAL OF SANITARY FIXTURE 1520768.93113125
362	SOIL WASTE & VENT PIPES AND FITTINGS
363	Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees, cowls, clean out plugs, offsets, Y-tees, tees, door fittings, clips, clamps, stays etc. conforming to IS-14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall / ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors / walls / slab and making good the same after pipe have been duly laid and testing complete in all respects. 2.1.1 75 OD RM 70.0 292.521375 20476.49625 2.1.2 110 OD RM 656.0 542.1279375 355635.927 2.1.3 160 OD RM 0.0 895.0803749999999 0.0
364	Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees,, offsets, Y-tees, tees, clips, clamps, stays etc. conforming to IS-14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall / ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors / walls / slab and making good the same after pipe have been duly laid and testing complete in all respects. 2.2.1 50 mm OD RM 175.0 252.234 44140.95 2.2.2 63 mm OD RM 70.0 359.9589374999999 25197.125625
365	Providing and fixing in position uPVC SWR floor trap conforming to IS:13592 including providing necessary steel support and as per Specification. Making proper connection cutting chase / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position complete as required. The hopper and trap shall be set in cement concrete mix 1:2:4 complete as required. 2.3.1 110 mm inlet and 110 mm outlet Nos. 70.0 529.8665625 37090.659375
366	Providing and fixing PVC inlet hopper with two or three inlets fittings to receive waste pipes from fixtures waste.
367	Providing and fixing Heavy Class SS grating with Cockroach proof SS strainer of approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT. 2.5.1 Size 100 mm X 100 mm No. 70.0 500.0889375 35006.22562500001 TOTAL OF SOIL WASTE & VENT PIPES AND FITTINGS 534688.786125
368	WATER SUPPLY SYSTEM
369	Providing & fixing full way lever operated Gun meteal brass ballwith SS ball (a) 20 mm dia Nos. 28.0 369.52475625 10346.693175 (b) 25 mm dia Nos. 35.0 596.00986875 20860.34540625 (c) 32mm dia Nos. 35.0 953.6041125 33376.1439375 (d) 50 mm dia Nos. 35.0 1907.21795625 66752.62846875
370	Providing and fixing 600mm long puddle flanges fabricated out of 6mm thick M.S. plates along with flanges of suitable size properly fixed in walls and top slabs of underground and overhead tanks. (a) 25mm dia pipe - 4.50 mm thck Each 14.0 119.2078125 1668.909375 (b) 32mm dia pipe - 4.65 mm thck Each 14.0 238.40589375 3337.6825125 (c) 50mm dia pipe - 4.50 mm thck Each 14.0 343.85371875 4813.9520625 (d) 65mm dia pipe - 4.65 mm thck Each 14.0 687.71716875 9628.0403625 (e) 80mm dia pipe - 4.85 mm thck Each 175.0 859.6488937500001 150438.55640625 (f) 100mm dia pipe - 5.40 mm thck Each 140.0 1146.18555 160465.977 (g) 150mm dia pipe - 5.40 mm thck Each 56.0 2063.13204375 115535.39445 (h) 250mm dia pipe - 6.0 mm thck Each 14.0 3360.589875 47048.25825
371	Providing & fixing MS vent pipe complete with 2 Nos. bends & painting with enamel paint all complete. (a) 100 mm dia Each 35.0 3814.4359125 133505.2569375
372	Supply of Water Flow Meter (a) 80 mm dia Nos. 21.0 15442.76469065625 324298.0585037812
373	Providing & fixing cast iron double flanged type non return valve with swing type gunmetal gate. complete with bolts,washer,nuts,rubbergasket confirming to IS:5312(ISI marked) (a) 50 mm dia Each 0.0 3889.18164375 0.0 (b) 65 mm dia Each 42.0 4921.0542 206684.2764 (c) 80 mm dia Each 0.0 5819.968687499999 0.0 (d) 100 mm dia Each 0.0 7874.634543749999 0.0 (e) 150 mm dia nominal bore Each 0.0 13230.412875 0.0 TOTAL OF WATER SUPPLY SYSTEM 1288760.173247531
374	DRAINAGE AND SEWERAGE SYSTEM
375	Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of RCC pipes including bed concrete as per specifications. (a) 450mm dia RCC Pipe Metre 105.0 1203.5026125 126367.7743125
376	Providing and fixing Heavy duty G.I. pipes (IS:1239 medium class) complete with G.I. Fittings (a) 100 mm dia nominal bore Metre 5745.0 1090.6979625 6266059.794562498 (b) 150 mm dia nominal bore Metre 520.0 1928.5975125 1002870.7065 (c) 200 mm dia nominal bore Metre 230.0 3036.0526875 698292.118125 TOTAL OF DRAINAGE AND SEWERAGE SYSTEM 8093590.393499998
377	RAIN WATER PIPES
378	Providing and fixing SWR uPVC pipes as per IS:4985 class-4 including all fittings e.g. bends junctions, cowls, offsets, clean out plugs etc. jointing with solvent cement including cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . (a) 110 mm dia Metre 760.0 566.21278125 430321.7137500001 (b) 160 mm dia Metre 350.0 967.247325 338536.56375 (c) 200 mm dia Metre 0.0 1203.94051875 0.0
379	Providing and fixing cast iron gratings for water collection chamber. (a) 100x100 mm Each 35.0 54.19333124999999 1896.76659375 (b) 150x150 mm Each 35.0 77.75268750000001 2721.3440625 (b) 200x200 mm Each 0.0 116.62903125 0.0 TOTAL OF RAIN WATER PIPES 773476.3881562501
380	PUMPS / WATER TREATMENT SYSTEM Suction And Delivery Pipes And Valves For Water Supply Pumps
381	Providing and fixing G.I. suction & delivery headers / pipes for water supply pumps (IS:1239 heavy class) with G.I. Fittings (bends, tees, reducers, plugs, union, flange & blank flanges etc) and clamps and jointing with teflon tape or hold tite including chase cutting and making good the walls, floors etc. wherever required. (a) 50 mm nominal bore Metre 279.0 894.0099375 249428.7725625 (b) 65 mm nominal bore Metre 140.0 1025.1288 143518.032 (c) 80 mm nominal bore Metre 280.0 1335.04965 373813.902 (d) 100 mm nominal bore Metre 70.0 1609.20815625 112644.5709375
382	Painting for G.I./MS Pipes with two or more coats of synthetic enamel paint of approved quality and shade over a coat of approved primer coat as directed including surface preparation (Shade as per pipe colour code) (a) 50 mm nominal bore Metre 282.0 47.683125 13446.64125 (b) 65 mm nominal bore Metre 140.0 59.60390624999999 8344.546875 (c) 80 mm nominal bore Metre 280.0 77.48021250000001 21694.4595 (d) 100 mm nominal bore Metre 70.0 89.3912625 6257.388375
383	Providing and fixing lever operated gun metal ball valve with SS ball. (a) 50mm nominal bore Each 35.0 1907.21795625 66752.62846875
384	Providing and fixing C.I. wafer type Butterfly valves conforming to PN 10 / 13095 with nuts, bolts, washers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc. complete. (a) 50 mm nominal bore Each 84.0 3516.4261125 295379.79345 (b) 65 mm nominal bore Each 70.0 4529.634131249999 317074.3891874999 (c) 80 mm nominal bore Each 182.0 5364.04989375 976257.0806625 (d) 100 mm nominal bore Each 42.0 6138.85201875 257831.7847875
385	Providing and fixing C.I. Double flanged horizontal type non-return valve of PN 1.6 to IS:5312 including nut, bolts, 3mm thick compressed asbestose, gasket, companion flanges as per table 'E'. (a) 50 mm nominal bore Each 0.0 3874.0300875 0.0
386	Providing & fixing Cast Iron double flanged \\"Y\\" type strainer . (a) 80 mm dia Each 21.0 4875.1032375 102377.1679875 TOTAL OF PUMPS / WATER TREATMENT SYSTEM 2944821.15804375
387	TUBEWELL AND TUBEWELL PUMPS
388	Supplying and fixing tubebell MS fittings as specified below:
389	Centring guide 7.1.1 Testing and overpumping (25% of tube well for 16 hr to record draw down recovering yield test as per IS 2800 Part II ) including flushing of both borewells.
390	By compressed air method/pump (a) Collecting sample of water for bacteriological and chemical test for any depth at any time during execution of work including hire and labour charges for tools and plants and sterilizing equipments, paying all charges and fees, testing etc. completed in all respects as per direction (As per 10500 all parameters). Each 14.0 3623.8980375 50734.572525 (i) Providing Sanitary sealing on top as per I.S with 1:2:4 PCC Block of size 1m x 1m x 1m Each 14.0 3092.38689375 43293.4165125 Testing commissiong and lowering of submersible pumps set as per specifications (enclosed in cage) by using C class column pipes ( pipes included in separate column of schedule) including binding submersible cable, along with column pipes with suitable size of clamps. The submersible pump set with direct coupled motor rated for 3 phase, 50 cycle 415+-10% volts A/c supply with the required duty. ( provisional item) Each 14.0 1691.1550125 23676.170175 (b) Providing submersible pump set as per specification with direct coupled motor rated for 3 phase, 50 cycles 415+- 10% volts, Ac supply with the following duty (Provisional item) (i) Total Head - 100 mtr ( Approx.)
391	Flow rate - 12000 ltr/hr (Approx.) TOTAL OF TUBEWELL AND TUBEWELL PUMPS 523570.794075
392	SEWERAGE TREATMENT PLANT Supply, erection, testing and commissioning of underground sewage treatment plant based on attached growth aerobic moving bed bio reactor technology for the following including Motor control centre panel as approve by Employer in charge. Each 7.0 2299007.8125 16093054.6875 Incoming raw sewage Parameters:
393	Flow : 10 m³/ day COD : 400-600 ppm BOD : 100-400 ppm TSS( total suspended solids : 100-400 ppm Oil & Grease <500 ppm pH : 6.5-8.5 coliforms = 10^6 to 10^7 MPN/100 ml Incoming raw seepage characteristice: Flow : 10 m³/ day COD < 50ppm BOD < 20ppm TSS( total suspended solids < 30ppm Oil & Grease <5 ppm pH : 6.5-8.5 Treated Sewage parameters ( after Ultra - Filtration) Flow : 20 m³/ day COD : < 30 ppm BOD : < 10 ppm TSS = not detectable Oil & Grease : <5 ppm pH : 6.5-8.5 clour : clean ( unobjectionable) Turbidity <2 ppm Total collforms <100 MPN /100 liters. E -coli = NIL
394	Treated Sewage shall be re-circulated for any or all the following applications: Toilet flushing Air conditioning make-up water , horticulture & floor washing. STP plant supply , installation & commissioning shall be complete with MS Epoxy Bar Screen , MS Epoxy prefabricated Bio - reaction cum secondary settlement tank , with required plastic media , Hypo-chlorite chlorine dosing pump with dosing tank of 100 liter capacity , sewage feed pumps ( 1w+1s), Air blower or Air compressor as required , HDPE Air Grid as require , Tretuary Treatemnt Equipment including Ultra Filtration (UF ) Feed pumps ( 1w+1st), 1noDual Media Filter , 1no. Sand fliter , 1 Set PLC operated Ultra _ Filtration arrangement complete with backwashng & chemical cleaning arrangement + Ultra Violet ( UV) Purufier. In case of the STO plant sludge generation is more than 5 liter per month then a set of sludge Dewatering Centrifuge or Filter Press arrangement complte with DWPE - Dosing arrangement shall be provided. 1 set fixed speed Hydro oneumatic System for transfer of final STP Treated water shall be in scope of in the scope of this work. STP plant supplies shall also include Electrica Starter Panel for all STP drivers ,interconnecting power % control cabling between the Electrical Panel , drivers & level controllers , necessary instrumenttation, PLC for UF , Pressure gauges , all interconnceting MS C- class piping , fitting , puddle flange & valves for the STP plant Including supply of plot plan , hydraulic & civil GA drawing & civil Structural drawing for STP work. the above STP plant shall be fully Skid mounted on prefabricated MS- Expoxy Painted Skid Obtaining statutory permission for consent to establist & consent to oprate includng all the costs feees for obtaining such permission from pollution control Board. the scope includes all the pipes and Electrical Cable from inlet bar screen chamber to outlet pointes. Inlet and outlet point of the STP are definded as below. The operation & maintenance of STP including consumables for 12 months may be included in the scope Termination points of the work a) seepage water line shall be provided at a point one meter away from the STP plant , Further discribution of service water line , with in the STP plant area , shall be in scope of this work . b) any drain water line from the STP plant , up to the nearst drain at the Site up to the maxium lengthe of 50 running metres shall be in the scope of this work. c) one no. Incomming electrical supply cable ( of required rating ) up to the MCC panel of the STP plant shall be porivided by in this STP Vendor, MCC Panel and outgoing electrical power & control cabling , cable trays + cable supplots between the STP distribution panel & STP drives , motors , instruments shall in the scope of this work. d) the scope of subjected work include the GI earting /wiring of the STP Electrical Panel from the STP plant to connect with existing earthing pit . Floowing civil works releted to above sewege Treatement Plant is included in the scope of this work : Constrution of RCC undergroung tanks of bar screen chamber , oil & Grease chamber & equalization tank for storage / homogenization of raw sewage RCC platform for mounting the prefabricated STP Plant and all point described above TOTAL OF SEWERAGE TREATMENT PLANT 16093054.6875 Signature of Authorized Signatory On behalf of Tenderer LUCKNOW-1B : ARCHITECTURAL FINSIHING WORKS Schedule C1.1 - Architectural finishing Works under DSR Items S. NO. SUB-HEADS TOTAL AMOUNT
395	SUB TOTAL OF GRANITE STONEWORK
396	SUB TOTAL OF METAL WORKS
397	SUB TOTAL OF CONCRETE WORKS
398	SUB TOTAL OF FLOORING WORK
399	SUB TOTAL OF STEEL WORK
400	SUB TOTAL OF FINISHING WORKS
401	SUB TOTAL OF WATER PROOFING WORKS
402	SUB TOTAL OF CEILING WORKS
403	SUB TOTAL OF SITE DEVELOPMENT WORKS
404	SUB TOTAL OF STRUCTURAL GLAZING WORKS Total Architectural Works under DSR items 349638689.24 GST Correction Factor 0.973 Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 340198444.63052 Amount (excl GST) 288303766.6360339 Signature of Authorized Signatory On behalf of Tenderer Schedule Sub Head C1.1 ARCHITECTURAL FINISHES WORKS FOR STATIONS - DSR S.No. DSR 2023 Item No. Description Unit Rate as per DSR 2023 (INR)
405	8.14 1.1.1 8.14.2 Red sandstone – Exposed face machine cut, and table rubbed with rough backing 1.1.1.1 8.14.2.5 30 mm thick Sqm 7515.8
406	8.2 1.2.1 8.2.3 Granite stone slab of all colour and texture except black, Cherry/ Ruby red 1.2.1.1 8.2.3.1 Area of slab upto 0.50 sqm Sqm 4170.7 1.2.1.2 8.2.3.2 Area of slab over 0.50 sqm Sqm 3848.7
407	8.3 complete as per design approved by Engineer-in- Charge. 1.3.1 8.3.2 Granite work metre 510.95
408	8.5 SUB TOTAL OF GRANITE STONEWORK
409	10.25 2.1.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 172.6
410	8.32 a Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in itumast colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated,mwith Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material &labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. Up to two decimal places. sqm 5015.05 SUB TOTAL OF METAL WORKS
411	4.7 3.1.1 4.7.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cum 17889.25 SUB TOTAL OF CEMENT CONCRETE WORKS
412	4.1 4.1.1 4.1.3 1:2:4 (1 cement: 2 coarse sands: 4 graded stone aggregate 20 mm nominal size) Cum 7878.5
413	11.6 4.3.1 11.6.1 18 mm thick. sqm 662.05
414	11.13 4.4.1 11.13.1 40 mm wide and 4 mm thick. metre 91.75
415	11.26 4.5.1 11.26.1 25 mm thick sqm 1948.25
416	11.27
417	11.37
418	11.41A 4.9.1 11.41A.1 Double charge vitrified tile polished finish of size 4.9.1.1 11.41A.1.1 Size of Tile 600x600 mm sqm 1453.65 4.9.2 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 4.9.2.1 11.41A.3.1 Size of Tile 600 x 600 mm sqm 1464.85
419	11.46 4.10.1 11.46.2 Size of Tile 600x600 mm sqm 1623.05
420	11.47 4.11.1 11.47.2 Size of Tile 600x600 mm sqm 1893.9
421	11.48 4.12.1 11.48.2 Size of Tile 600x600 mm sqm 309.05
422	11.53
423	16.9 SUB TOTAL OF FLOORING WORKS
424	10.26 5.1.1 10.26.1 M.S. tube kg 196.8
425	10.27 5.2.1 10.27.1 10 x 60 mm each 131.1
426	9.48 5.3.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 238.35 SUB TOTAL OF STEEL WORK
427	13.1 6.3.1 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 347.05
428	13.2 6.4.1 13.2.1 1:4 (1 cement: 4 fine sand) Sqm 399.45
429	13.37 6.5.1 13.37.1 New work (three or more coats) Sqm 39.05
430	13.81 6.6.1 13.81.1 Old Work (one or more coats) Sqm 62.7
431	13.82 6.7.1 13.82.2 Two coats sqm 137.45
432	13.83 6.8.1 13.83.2 Two coats sqm 142.8
433	13.85 6.9.1 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre sqm 73.95
434	13.45 6.10.1 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 223.6
435	12.63
436	26.31 6.14.1 26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer sqm 141.2
437	24.8 SUB TOTAL OF FINISHING WORK
438	22.7 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 7.2.1 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 1684.6
439	12.55
440	22.23 7.4.1 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 472.9 7.4.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 362.8 SUB TOTAL OF WATERPROOFING WORKS
441	12.45 screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cut-outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with 8.1.1 12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) fire resistant board conforming to IS: 2095- (Part 3): 1996 (Board with BIS certification marks) Sqm 1520.1
442	12.53 services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre- painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. sqm 2158.15 Note: - Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut-outs) having area less than 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non-combustible as per B.S.476-part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/m 0 KC.
443	12.54 8.3.1 12.54.1 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. sqm 2221.7 8.3.2 12.54.2 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. sqm 2354.65 SUB TOTAL OF CEILING WORKS
444	16.68
445	16.69
446	16.89 Hort DSR 2025 Item No. HORTICULTURE & LANDSCAPING WORK Rate as per DSR 2025 (INR)
447	2.4 9.4.1 2.4.3 Screened through sieve of I.S. designation 4.75 mm cum 491.65
448	2.1 9.8.1 2.10.1 In rows 5 cm apart in both directions. sqm 26.95
449	2.14 9.9.1 2.14.1 Holes 1.2 m dia and 1.2 m deep each 362.75
450	SUB TOTAL OF SITE DEVELOPMENT WORKS
451	25.2 (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (includingwidth of grooves) on the external face shall be measured in sqm. Up to two decimal places Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.
452	25.8 SUB TOTAL OF STRUCTURAL GLAZING WORKS SCHEDULE C1.2 - PLUMBING, DRAINAGE & SEWERAGE WORKS UNDER DSR - 2023 ITEMS S/NO. ITEMS AMOUNT (Rs.)
453	SEWERAGE AND DRAINAGE SYSTEM
454	WATER SUPPLY / SOIL WASTE & VENT PIPES AND FITTINGS
455	SANITARY FIXTURES
456	RAIN WATER HARVESTING TOTAL PLUMBING, DRAINAGE & SEWERAGE UNDER DSR-2023 ITEMS 2,76,32,674.50 GST Correction Factor GST Correction Factor 0.973 Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 26886592.29 Amount (excl GST) Amount (excl GST) 2,27,85,247.70 Signature of Authorized Signatory On behalf of Tenderer Schedule Sub Head C1.2 PLUMBING, DRAINAGE & SEWAGE WORKS UNDER DSR ITEMS UNDERGROUND STATION S.No. DSR 2023 (Code No.) Description Unit Rate (Rs.)
457	19.1 (a) 19.1.2 150 mm diameter Metre 695.8 (b) 19.1.3 200 mm diameter Metre 970.35 (c) 19.1.4 250 mm diameter Metre 1505.6
458	19.2 (a) 19.2.2 150 mm diameter S.W. pipe Metre 1179.85 (b) 19.2.3 200 mm diameter S.W. pipe Metre 1375.45 (c) 19.2.4 250 mm diameter S.W. pipe Metre 1590.55
459	19.6 (a) 19.6.2 150 mm dia. R.C.C. pipe Metre 556.45 (b) 19.6.3 250 mm dia. R.C.C. pipe Metre 899.8 (c) 19.6.4 300 mm dia. R.C.C. pipe Metre 994.3 19.35 Providing and laying Non Pressure NP class (Medium duty) R.C.C. pipes including collars/spigot jointed w stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (a) 19.35.1 450 mm dia. R.C.C. pipe Metre 2676.55
460	19.3 (a) 19.3.2 150 mm diameter Metre 743.1 (b) 19.3.4 250 mm diameter Metre 1016.9 (c) 19.3.5 300 mm diameter Metre 1173.35
461	19.4 1.5.1 19.4.3 180 x 150mm size P-type (a) 19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2734.2
462	19.7 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : (a) 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 12770.55 19.7.3 Inside size 120x90cm and 90cm deep including C.I. cover with frame (heavy duty) 560mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) (b) 19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 32857.85
463	19.8 19.8.1 Size 90 x 80 cm (a) 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 8825.4 19.8.2 Size 120x90 cm 19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 10585.5
464	19.9 19.9.1 0.91m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately). (a) 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 12725.0
465	19.1 (a) 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 7591.8
466	19.11 19.11.1 1.68m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately). (a) 19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 24702.25
467	19.12 (a) 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 9861.45
468	19.16
469	2.1 2.10.1 All kind of soils (a) 2.10.1.2 (Pipes exceeding 80mm dia but not exceeding 300mm dia). Metre 352.15 (b) 2.10.1.3 (Pipes exceeding 300mm dia but not exceeding 600mm dia). Metre 549.75
470	19.21 (a) 19.21.1 For pipes 100 to 250 mm diameter Each 810.45 (b) 19.21.3 For pipes 350 to 450 mm diameter Each 1328.45
471	19.27 (a) 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 5957.9
472	18.27 (a) 18.27.3 150mm dia RM 2037.0 (b) 18.27.4 200mm dia RM 3406.85 TOTAL OF SEWERAGE AND DRAINAGE SYSTEM
473	18.1 Internal Work - Exposed on Wall (a) 18.10.1 15mm dia nominal bore Metre 366.4 (b) 18.10.2 20mm dia nominal bore Metre 437.3 (c) 18.10.3 25mm dia nominal bore Metre 551.7 (d) 18.10.4 32mm dia nominal bore Metre 667.0 (e) 18.10.5 40mm dia nominal bore Metre 811.9 (f) 18.10.6 50mm dia nominal bore Metre 1048.35
474	18.12 External Work (a) 18.12.5 40mm dia nominal bore Metre 617.05 (b) 18.12.6 50mm dia nominal bore Metre 762.15 (c) 18.12.7 65mm dia nominal bore Metre 896.6 (d) 18.12.8 80mm dia nominal bore Metre 1041.7
475	18.7 Internal work - (a) 18.7.1 15 mm dia nominal bore Metre 286.8 (b) 18.7.2 20 mm dia nominal bore Metre 335.0 (c) 18.7.3 25 mm dia nominal bore Metre 401.55 (d) 18.7.4 32 mm dia nominal bore Metre 518.75 (e) 18.7.5 40 mm dia nominal bore Metre 702.95 (f) 18.7.6 50 mm dia nominal bore Metre 934.15
476	18.32 (a) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1992.6 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neatcement complete as per standard design : (b) 18.33.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 10862.4
477	18.38 (a) 18.38.1 15mm nominal bore Metre 19.4 (b) 18.38.2 20mm diameter pipe Metre 23.25 (c) 18.38.3 25mm nominal bore Metre 30.25 (d) 18.38.4 32mm diameter pipe Metre 36.35 (e) 18.38.5 40mm nominal bore Metre 42.65 (f) 18.38.6 50mm nominal bore Metre 51.0
478	18.4 (a) 18.40.5 40mm nominal bore Metre 25.25 (b) 18.40.6 50mm nominal bore Metre 30.5 (c) 18.40.7 65mm nominal bore Metre 37.85 (d) 18.40.8 80mm nominal bore Metre 44.0
479	18.41 (a) 18.41.5 40mm nominal bore Metre 167.0 (b) 18.41.6 50mm nominal bore Metre 173.25 (c) 18.41.7 65mm nominal bore Metre 273.45 (d) 18.41.8 80mm nominal bore Metre 281.8
480	18.2 (a) 18.20.3 25 mm dia.nominal bore Each 486.8
481	18.37 (a) 18.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 9698.55
482	18.17 (a) 18.17.1A 20 mm nominal bore Each 539.95 (b) 18.17.1 25 mm nominal bore Each 622.4 (c) 18.17.2 32 mm nominal bore Each 689.6 (d) 18.17.3 40 mm nominal bore Each 826.1 (e) 18.17.4 50 mm nominal bore Each 1026.65 (f) 18.17.5 65 mm nominal bore Each 1742.15 (g) 18.17.6 80 mm nominal bore Each 2604.55
483	12.22
484	18.48 TOTAL OF WATER SUPPLY / SOIL WASTE & VENT PIPES AND FITTINGS
485	17.3 (a) 17.3.1 W.C pan with ISI marked white solid plastic seat and lid. Each 8006.6
486	17.78
487	17.1 (a) 17.1.1 White vitreous china Orissa pattern W.C. pan of size 580 x 440 mm. with integral type foot rests. Each 6767.4
488	17.7 (a) 17.7.1 White Vitreous china Wash basin of size 630 x 450mm with a pair of 15mm C.P brass pillar taps. Each 2648.85 (b) 17.7.4 White Vitreous china Flat Back Wash basin of size 550 x 400mm with single 15mm C.P brass pillar taps. Each 1879.2
489	17.34 (a) 17.34.1 CP Brass Each 803.7
490	18.49 (a) 18.49.1 15mm dia nominal bore Each 506.8
491	18.53 (a) 18.53.1 15 mm nominal bore Each 574.3
492	18.21 18.21.2 45 cm length (a) 18.21.2.1 15 mm nominal bore Each 97.75
493	17.7 (a) 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 367.1
494	17.1 (a) 17.10.1 Kitchen sink with drain board 17.10.1.3 510 x1040 mm bowl depth 200 mm. Each 7159.0 TOTAL OF SANITARY FIXTURES
495	23.1 23.1.1 All types of soil 4.1.1 23.1.1.2 350 mm dia Mtr 774.05 23.1.2 Rocky strata including Boulders. 4.1.2 23.1.2.2 350 mm dia Mtr 1792.85
496	23.3 4.3.1 23.3.3 200 mm nominal size dia. Mtr 1113.35
497	23.4 4.7.1 23.4.3 200 mm nominal size dia. Mtr 1255.7
498	23.12
499	23.13 4.9.1 23.13.3 200 mm dia Each 321.15
500	23.14 4.10.1 23.14.3 200 mm clamp. Each 2293.65

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Tender For Design And Construction Of Underground Section From Charbagh Metro Station (Ug) To R After Chowk Metro Station (Approx. 6.70 Km Including Station Lengths), Including Construction Of R (Approx. 350 M) To Connect Underground Section To Viadu, Lucknow-Uttar Pradesh

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Tender For Design And Construction Of Underground Section From Charbagh Metro Station (Ug) To R After Chowk Metro Station (Approx. 6.70 Km Including Station Lengths), Including Construction Of R (Approx. 350 M) To Connect Underground Section To Viadu, Lucknow-Uttar Pradesh

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