Tender For Dm/Ms/Cpm-Gz/312: -Construction Of Skywalk With Travelators At Anand Vihar Multimodal Hub For Seamlessly Connectivity Between Anand Vihar Railway Station To Isbt, Kuashambi With Integrated Access To Delhi-Meerut, Namo Bharat Corridor And D
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Jul 2026
2 days left
EMD
71.11 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Office of CPM/GZB, NCRTC GatiShakti Green Complex. → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Dm/Ms/Cpm-Gz/312: -Construction Of Skywalk With Travelators At Anand Vihar Multimodal Hub For Seamlessly Connectivity Between Anand Vihar Railway Station To Isbt, Kuashambi With Integrated Access To Delhi-Meerut, Namo Bharat Corridor And Dmrc Line 3 & Line 4 At Anand Vihar Including Connecting Fob Between Paid To Paid Connectivity Of Anand Vihar Namo Bharat Station To Dmrc Anand Vihar Station At Anand Vihar Of Delhi-Ghaziabad-Meerut Namo Bharat Corridor.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jun-2026 | Addendum-01 | Other | 20-Jul-2026 |
| 2 | 30-Jun-2026 | Addendum-01 | Date | 20-Jul-2026 |
| 3 | 09-Jul-2026 | Addendum-03 | Other | 30-Jul-2026 |
| 4 | 08-Jul-2026 | Addendum-02 | Other | 30-Jul-2026 |
| 5 | 17-Jul-2026 | Addendum-04 | Date | 30-Jul-2026 |
| 6 | 30-Jun-2026 | Addendum-01 | Other | 30-Jul-2026 |
| 7 | 30-Jun-2026 | Addendum-01 | Date | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD. Bid No.DM/MS/CPM-GZ/312: -Construction of Skywalk with travelators at Anand Vihar multimodal hub for seamlessly connectivity between Anand Vihar Railway Station to ISBT, Kuashambi with integrated access to Delhi-Meerut, Namo Bharat corridor and DMRC line 3 & Line 4 at Anand vihar including connecting FOB between paid to paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar Station at Anand Vihar of Delhi-Ghaziabad-Meerut Namo Bharat Corridor. Price Bid NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD Gatishakti Bhawan INA, New Delhi –110 023 PREAMBLE GENERAL Bid No. DM/MS/CPM-GZ/312: -Construction of Skywalk with travelators at Anand Vihar multimodal hub for seamlessly connectivity between Anand Vihar Railway Station to ISBT, Kuashambi with integrated access to Delhi-Meerut, Namo Bharat corridor and DMRC line 3 & Line 4 at Anand vihar including connecting FOB between paid to paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar Station at Anand Vihar of Delhi-Ghaziabad-Meerut Namo Bharat Corridor. 1. The Price bid shall be read in conjunction with the Bidding Documents. 2. There are \\"04\\" Schedules in Finacial Bid as follows:(i) Schedule \\"A\\" (DSR 2023 Items) of the Price Bid comprises of various items of work.(ii) Schedule \\"B\\" (NDSR Items) of the Price Bid comprises of of various items of work.(iii) Schedule \\"C\\" of the Price Bid comprises of of various Misc. Works and Divided in Sch-C1 and C2 carrying Miscl. work and Lumpsump Provision considering rate only for Utlity shifting (if any). (iv) Schedule \\"D\\" of the Price Bid comprises of of various E&M Works.The bidder is required to quote separate percentage Excess (+) /less (-) / At par for the Schedule \\"A\\" Schedule \\"B\\", Schedule \\"C\\" and Schedule \\"D\\" in the \\"BOQ1\\" sheet with methodology of discount if any in Price Bid. The percentage rate in \\"BOQ1\\" and discount in \\"BOQ2\\" quoted by the Bidder will be applied on the individual rate mentioned in Schedule-A[i.e. \\"DSR Rate Excluding GST\\" (In INR)], Schedule-B, Schedule-C and Schedule-D for the purpose of payment to the Contractor. 3. The quantities for various items provided in the Price Bid are estimated quantities and are given to provide a common basis for Bidding. During the execution of works, the same may vary based upon \\"Good for Construction\\" (GFC) drawings approved by the Engineer and as per the site conditions. The basis of the payment will be the actual quantities of the work executed and accepted by the Engineer or quantities as per the GFC drawings whichever is less and shall be paid /valued as per the accepted rates. 4. The quoted rates for various items are for completed and finished items of work complete in all respects. It will be deemed to include all the cost involved in the execution of the items and shall include all duties, taxes [except Goods and Service Tax (GST)] royalties, cess, overheads, profit and other levies payable by the Bidder under the Contract, or for any other cause etc. The Bidder shall be required to consider this aspect while quoting rates. It shall include all general risks, liabilities and obligations set out or implied in the Contract shall and including remedy of any defects during the Defect Liability Period, unless otherwise provided in the Contract. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the quoted rates. GST as prevalent will be paid extra. 5. Bidder may please note that to perform this contract. nothing extra shall be payable on account of field constraints, non-availability of uninterrupted front, cost of project management, monitoring, coordination and supervision, cost of adhering to quality requirements (QA/QC), cost of adhering to SHE requirements, cost of preparing drawings and documents, as-built records and documentation, preparation of detailed scheme for taking necessary clearance and approval from the concerned authority and other local bodies etc. 6. Income Tax and any other statutory taxes to be deducted at source will be deducted by the Employer from the due payments of the contractor in accordance with the prevailing rules in force. 7. Bidder should not tamper the price Bid,. If the price bid is found to be modified by the Bidder , then the same will be treated as incomplete and non-responsive and may result in the rejection of the Bid. 8. Method of Quoting the Price in the Price Bid The Price Bid is in Excel Format and the Quoting the Price in the Price Bid should be as Follows: (i) Whole Excel Worksheet is Locked except the Cells which are highlighted in Blue. (ii) Bidders are required to fill these cells which are highlighted in Blue only. (iii) Bidder is required to quote a flat percentage Excess/Less/At par on 'Total Amount of each Schedule' in \\"BOQ1'' Sheet of Price Bid and further discount if any in Price Bid. (iv) All 'blanks' in the Pricing Document, where the Bidder is permitted to quote shall be filled in. (v) If some % is quoted inspite of marking 'At par' that % will not be considered and it will be taken as \\"At par\\" on basic amount. Failure to quote the % excess or % less or 'at par' for the \\"Total amount of each Schedule shall be treated as \\"At Par\\" irrespective of any Percentage (if indicated) and shall be evaluated accordingly. (vi) Bidder is required to quote Rates in INR only. 9. Error will be Corected by the Employer for any arthimetic errors in computation or Summation as per contract conditions. 10. For Calculation of rates (Excluding GST) of DSR 2023 items, following Methodology issued by CPWD vide office Memorandum (OM) dated 08.08.2024 have been adopted. As per CPWD OM the rates of Individual items of DSR 2023 has been multiply with correction factor on account of GST @ 0.973 to the existing rates of DSR 2023 items in order to achieve modified DSR rate and then reduced the corrected rate by 18% for making DSR item excluding GST.Note: The above Methodology shall be applicable for calculating the rate of Individual items of DSR 2023 in Schedule-A and items executed under \\"Any DSR items\\" in Schedule-A of DSR 2023 (to be executed under Lump sump amount). Based on the above methodology and the Price quoted by Bidder, the payment shall be made for the individual items of DSR 2023 and for the items executed under Lump sum amount of DSR 2023 in respective Schedule. |
| 2 | SCHEDULE-A (DSR) |
| 3 | SCHEDULE-B (NDSR) |
| 4 | SCHEDULE-C |
| 5 | SCHEDULE-D |
| 6 | Total Amount of Schedules Letter of Price Bid Bid No.: DM/MS/CPM-GZ/312 To National Capital Region Transport Corportation Limited GatiShakti Bhawan,INA, New Delhi- 110023 We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Documents, including Addenda issued in accordance with Instructions to Bidders (ITB) 8. (b) We offer to execute in conformity with the Bidding Documents and the Technical Bid submitted for the following Works: Name of Work: Bid No:- DM/MS/CPM-GZ/312: -Construction of Skywalk with travelators at Anand Vihar multimodal hub for seamlessly connectivity between Anand Vihar Railway Station to ISBT, Kuashambi with integrated access to Delhi-Meerut, Namo Bharat corridor and DMRC line 3 & Line 4 at Anand vihar including connecting FOB between paid to paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar Station at Anand Vihar of Delhi-Ghaziabad-Meerut Namo Bharat Corridor. (c) The total price of our Bid, excluding any discounts offered in item (d) below is: [amount in INR in figures] 0.0 DISCOUNT (IN %age ) Discount methodology (d) The discounts offered and the methodology for their application indicated in BoQ2 sheet are:- 0.0 0.0 Discount Amount 0.0 (e) The total price of our Bid, including discounts offered in item (d) above is: [Amount in INR in figures] 0.0 [Amount in INR in words] INR Zero Only (f) (g) If our Bid is accepted, we commit to obtain a performance security in accordance with the Bidding Documents. (h) We understand that this bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed. (i) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive. Name of the authorized representative of the bidder Desiganation of the authorized representative Name of the Bidder/ Bidding Firm / Company : 0.0 Date: (DD/MM/YYYY) DM/MS/CPM-GZ/312 : Construction of Skywalk with travelators at Anand Vihar Railway Multimodal hub for seamlessly Connectivity between Anand Vihar Railway Station to ISBT, Kaushambi with integrated access to Delhi-Meerut, Namo Bharat Corridor and DMRC Line-3 &Line-4 at Anand Vihar including connecting FOB between paid-to-paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar station at Anand Vihar Namo Bharat station of Delhi-Ghaziabad-Meerut Namo Bharat corridor. SCHEDULE-A (DSR 2023) S.N DSR 2023, ITEM No. DESCRIPTION UNIT QTY DSR 2023 RATE (Incl. GST DSR 2023 Rateincluding GST after correction factor of 0.973 (Rs.) RATE (Excl. GST @ 18 %) (Rs.) AMOUNT (Excl. G.S.T) (Rs.) A |
| 7 | 1.1.2 |
| 8 | 1.1.18 |
| 9 | 2.6.1 |
| 10 | 2.25 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 11 | 4.1.3 |
| 12 | 4.8 4.8.1 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 80.0 14624.2 14229.35 12058.77 964701.6 |
| 13 | 5.9.1 |
| 14 | 5.22A |
| 15 | 5.22A.6 6A 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 6A.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 308381.97 107.85 104.94 88.93 27424408.59 |
| 16 | 5.33.2 |
| 17 | 5.33.2.4 |
| 18 | 6.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 51.75 7370.65 7171.64 6077.66 314518.91 |
| 19 | 6.34 6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 101.75 8962.35 8720.37 7390.14 751946.75 |
| 20 | 10.25 |
| 21 | 10.25.2 |
| 22 | 10.28 |
| 23 | 11.56 11.56.1 Polished Granite stone slab of colour Black, cherry/Ruby Red or equivalent sqm 882.735 4481.3 4360.3 3695.17 3261855.89 11.56.2 Polished Granite stone slab of all colour and texure except Black, cherry/Ruby Red sqm 2648.205 3071.05 2988.13 2532.31 6706076.0 |
| 24 | 13.46 |
| 25 | 13.46.1 |
| 26 | 13.52.1 |
| 27 | 15.19 |
| 28 | 15.57 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. sqm 623.9 219.0 213.09 180.58 112663.86 16.3 Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 623.9 61.0 59.35 50.3 31382.17 16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 623.9 48.0 46.7 39.58 24693.96 16.54 Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. cum 62.39 11130.0 10829.49 9177.53 572586.1 |
| 29 | 16.55 |
| 30 | 16.55.1 |
| 31 | 16.57 |
| 32 | 16.57.1 16.62 Providing and applying 2.5 mm thick roadmarking strips (retro- reflective)of specified shade/ colour using hot thermoplastic material by fully/ semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. sqm 28.8 747.8 727.61 616.62 17758.66 |
| 33 | 16.69 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. cum 155.977 2784.0 2708.83 2295.62 358063.92 16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge cum 124.78 2914.0 2835.32 2402.81 299822.63 |
| 34 | 16.81 |
| 35 | 16.90 |
| 36 | 16.91 |
| 37 | 16.91.1 |
| 38 | 19.11 |
| 39 | 19.11.1.1 |
| 40 | 19.36 |
| 41 | 19.36.2 |
| 42 | 26.19 |
| 43 | 26.19.2 |
| 44 | Total for Schedule - A 117373377.04 DM/MS/CPM-GZ/312 : Construction of Skywalk with travelators at Anand Vihar Railway Multimodal hub for seamlessly Connectivity between Anand Vihar Railway Station to ISBT, Kaushambi with integrated access to Delhi-Meerut, Namo Bharat Corridor and DMRC Line-3 &Line-4 at Anand Vihar including connecting FOB between paid-to-paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar station at Anand Vihar Namo Bharat station of Delhi-Ghaziabad-Meerut Namo Bharat corridor. SCHEDULE- B - NDSR ITEMS S. No. BOQ Item No Description of Item Unit Quantities Rates (Rs.) Amount (Rs.) BOQ Quantity |
| 45 | 1.0 1.1 As per Item S.02.1 for roof sheeting /Side Cladding including flashing / trimming etc. all complete. Sqm 3479.0 1331.7 4632984.3 |
| 46 | 3.1 3.1.1 Gutter (901-1200 mm overall girth) MT 34.0 113118.49 3846028.66 |
| 47 | 8.0 P01 FOUNDATION |
| 48 | i 1.1.1 By hydraulic rigs using partial depth temporary casing and polymer RM 1480.0 11173.81 16537238.8 |
| 49 | ii 1.2.1 By hydraulic rigs using partial depth temporary casing and polymer RM 370.0 14838.5 5490245.0 |
| 50 | 1.12(a) P02 IN-SITU CONCRETE WORKS |
| 51 | 2.10 (a) |
| 52 | P03 P03 Initial Pile Load Test rates of Routine Load Test |
| 53 | i 1.1.1 (i) By hydraulic rigs using partial depth temporary casing and polymer RM 25.0 11173.81 279345.25 |
| 54 | ii P04- Other NDSR Items |
| 55 | 9.0 Total for Schedule B 192705167.94 DM/MS/CPM-GZ/312 : Construction of Skywalk with travelators at Anand Vihar Railway Multimodal hub for seamlessly Connectivity between Anand Vihar Railway Station to ISBT, Kaushambi with integrated access to Delhi-Meerut, Namo Bharat Corridor and DMRC Line-3 &Line-4 at Anand Vihar including connecting FOB between paid-to-paid connectivity of Anand Vihar Namo Bharat station to DMRC Anand Vihar station at Anand Vihar Namo Bharat station of Delhi-Ghaziabad-Meerut Namo Bharat corridor. SCHEDULE C-Miscellaneous works SCHEDULE C1 BOQ Item No Description of Item Unit Quantities Rate (Rs.) Amount (Rs.) BOQ Quantity G01 REMOVAL OF TREES |
| 56 | Cutting, Removal, transporting, disposal of trees by handing over to the concerned department as per the instruction of Engineer of the following girth (measured at height of 1.011.1 above ground level) including excavation, backfilling and levelling off the ground as directed by the Engineer i Up to and including 30 cm Girth No 19.0 136.09 2585.71 ii Beyond 30 cm Girth up to and including 50 cm Girth No 15.0 156.25 2343.75 iii Beyond 50 cm Girth up to and including 75 cm Girth No 15.0 589.74 8846.1 |
| 57 | Removal and transplanting trees at approved site (within 10 km lead) of the following girth (measured at height of 1.0M above ground level) including excavation, backfilling and levelling off the ground as directed by the Engineer i Up to and including 30 cm Girth No 15.0 8997.25 134958.75 ii Beyond 30 cm Girth up to and including 50 cm Girth No 15.0 13952.03 209280.45 iii Beyond 50 cm Girth up to and including 75 cm Girth No 15.0 22520.83 337812.45 |
| 58 | Plantation of new saplings G02 TRAFFIC MANAGEMENT |
| 59 | Providing & fixing of retro-reflective traffic sign boards (as per IRC recommendations and ISI approved) as per directions of the Engineer. |
| 60 | Providing and fixing and maintaining the following traffic aids during the execution of works, refixing of the same as required as per directions of the Engineer. i Road delineator Each 40.0 2968.84 118753.6 ii Portable Signages Each 20.0 6038.48 120769.6 iii Reflective lights Each 50.0 2525.28 126264.0 iv Traffic cones Each 100.0 2127.08 212708.0 |
| 61 | Deployment of adequate manpower round the clock in shifts of 8 hrs for the management of traffic in intersection, roadway influenced by the exectuin of works by the contractor and traffic diversions at various locations as per the deployment schedule approved by the Engineer. i Incharge Shifts 545.0 1008.0 549360.0 ii Supervisor Shifts 1275.0 918.0 1170450.0 iii Traffic Marshals / Guards Shifts 13650.0 827.0 11288550.0 G03 Cranes |
| 62 | Provision of a tow away on demand for lifting, dragging, towing of the break down vehicles from the road to clear traffic jams. G04 PHOTOGRAPHIC AND VIDEOGRAPHIC PROGRESS REPORTS |
| 63 | Submission of Set of colour photographs depicting the progress of works G05 RAIN WATER HARVESTING |
| 64 | Construction of rain water harvesting well with connections Total - Schedule C1 16364302.81 SCHEDULE C2 (Shifting/Rearranging of Utilities) S.No. Description Unit Qty. Rate (Rs.) Amount (Rs.) Provisional sum for the cost of shifting/rearranging of utilities to be paid as per the rates detailed below |
| 65 | Annexure A: Electrical Utilities |
| 66 | Annexure B: Telecom.Utilities |
| 67 | Annexure C: Civil Utilities TOTAL OF SCHEDULE-C2 (excluding GST) 16000000.0 A Annexure A: Electrical Utilities |
| 68 | LAYING OF PIPES BY TRENCHLESS BORING Supply of HDPE pipe confirming to PN4 as specified the sizes given below, boring of road areas by using trench –less method and laying of HDPE pipe properly continuously joined 63mm Mtr 500.93 75mm Mtr 578.85 110mm Mtr 667.92 160mm Mtr 1558.46 200 mm Mtr 1669.78 250mm Mtr 2003.74 |
| 69 | LAYING OF PIPES BY OPEN TRENCHING METHOD Supply of HDPE pipe confirming to PN4 as specified the sizes given below, laying of HDPE pipe properly continuously joined, by Open Trench method of laying 0.0 63mm Mtr 333.96 75mm Mtr 445.28 110mm Mtr 592.22 160mm Mtr 667.92 200mm Mtr 779.24 250mm Mtr 901.68 |
| 70 | 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 1.1KV PVC 4x95sqmm Mtr 634.51 1.1KV PVC 4x70sqmm Mtr 478.7 1.1KV PVC 4x25sqmm Mtr 227.05 1.1KV PVC 4x16 sqmm Mtr 171.42 1.1KV PVC 4x10 sqmm Mtr 138.27 1.1KV PVC 2x25 sqmm Mtr 139.19 1.1KV PVC 2x10sqmm Mtr 114.67 |
| 71 | Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II /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 11KV XLPE3X300 sqmm Mtr 2203.0 |
| 72 | Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II/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 11KV XLPE3X300 sqmm Mtr 2477.96 |
| 73 | 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 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 1.1KV PVC 4x95 sqmm Mtr 743.62 1.1KV PVC 4x70 sqmm Mtr 573.29 1.1KV PVC 3.5x70 sqmm Mtr 523.2 1.1KV PVC 4x25sqmm Mtr 297.22 1.1KV PVC 4x16 sqmm Mtr 237.11 1.1KV PVC 4x10 sqmm Mtr 200.37 1.1KV PVC 2x25 sqmm Mtr 201.49 1.1KV PVC 2x10 sqmm Mtr 174.77 |
| 74 | Supply at the site of work of HT, XLPE insulated, armoured, Aluminium conductor cables as per IS-7098/Part-II/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 11KV XLPE3X300 sqmm Mtr 2452.35 |
| 75 | 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 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 1.1KV PVC 4x95 sqmm Mtr 723.56 1.1KV PVC 4x70 sqmm Mtr 553.26 1.1KV PVC 3.5x70sqmm Mtr 499.82 1.1KV PVC 4x25sqmm Mtr 277.18 1.1KV PVC 4x16 sqmm Mtr 217.07 1.1KV PVC 4x10 sqmm Mtr 180.34 1.1KV PVC 2x25 sqmm Mtr 181.44 1.1KV PVC 2x10sqmm Mtr 154.74 |
| 76 | 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 1.1KV XLPE 3.5x240sqmm Mtr 1295.75 1.1KV XLPE 3.5x185 sqmm Mtr 1016.33 1.1KV XLPE 3.5x150sqmm Mtr 822.64 1.1KV XLPE 3.5x120 sqmm Mtr 696.86 1.1KV XLPE 3.5x95 sqmm Mtr 566.62 |
| 77 | 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 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 1.1KV XLPE 3.5x240sqmm Mtr 1453.82 1.1KV XLPE 3.5x185 sqmm Mtr 1145.48 1.1KV XLPE 3.5x150sqmm Mtr 932.86 1.1KV XLPE 3.5x120 sqmm Mtr 792.59 1.1KV XLPE 3.5x95 sqmm Mtr 650.1 |
| 78 | Supply at the site of work of LT, XLPE insulated, armored, 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 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. 1.1KV XLPE 3.5x240sqmm Mtr 1477.2 1.1KV XLPE 3.5x185 sqmm Mtr 1168.85 1.1KV XLPE 3.5x150 sqmm Mtr 956.23 1.1KV XLPE 3.5x120 sqmm Mtr 812.63 1.1KV XLPE 3.5x95 sqmm Mtr 670.15 |
| 79 | 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/PILCA/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: 11KV H.S. Type 3 x 300 sqmm Set 16397.27 LT 1.1KV cast resin comp. Type 3.5x240 Set 1775.54 LT 1.1KV cast resin comp. Type 3.5x185 Set 1451.6 LT 1.1KV cast resin comp. Type 3.5x150 Set 1414.86 LT 1.1KV cast resin comp. Type 3.5x120 Set 1360.31 LT 1.1KV cast resin comp. Type 3.5x95 Set 935.08 LT 1.1KV cast resin comp. Type 4x95 Set 935.08 LT 1.1KV cast resin comp. Type 4x70 Set 935.08 LT 1.1KV cast resin comp. Type 4x25 Set 652.33 LT 1.1KV cast resin comp. Type 4x16 Set 581.08 LT 1.1KV cast resin comp. Type 4x10 Set 581.08 LT 1.1KV cast resin comp. Type2x25 Set 581.08 LT 1.1KV cast resin comp. Type 2x10 Set 499.82 LT 1.1KV cast resin comp. Type 3.5CX70 Set 935.08 |
| 80 | Supply, Making, testing & Commissioning of Complete Heat Shrinkable 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 0.0 11 KV H.S. Type 3X300 Sq. Mm Set 5903.24 OUTDOOR TERMINATIONS 0.0 11 KV H.S. Type 3X300 Sq. Mm Set 8847.62 |
| 81 | DISMANTLING (Taking Out From Ground) of Cables Dismantling (taking out from ground) the following rating & sizes of XLPE/PILCA/PVC cables, without damaging the cables, by excavation in all types of area (normal soil, foot-path, road etc.) with refilling excavated trenches. This also includes handing over of dismantled cable (if not relayed) to concerned utility owning agency 0.0 11KV Cables of all Type and Sizes above 120 Sqmm Mtr 37.84 LT Cables of all Type and Sizes 120 Sqmm and above Mtr 27.82 LT Cables of all Type and Sizes less than 120 Sqmm Mtr 23.37 |
| 82 | Dismantling and removing existing structures, posts, etc of HT/LT lines and transportation and stacking of all materials at suitable locations as per instructions including digging out loading and unloading on to lorries, of poles, lines and all materials without damaging the same. |
| 83 | Dismantling and removing existing structures, posts, etc of transformer installations and transportation and stacking of all materials at suitable locations as per instructions including digging out loading and unloading on to lorries, etc of poles, transformers, and all materials without damaging the same. |
| 84 | Dismantling and shifting of RMU at various locations and re- erecting, including foundation works and earthing. |
| 85 | Supply and erection of LT distribution pillar boxes over cable ducts on the sides of roads. The box shall be fabricated out of 14 swg CRCA sheet, fully compartmentalised, common cubicle frame work, free standing type dust and vermin proof and water proof suitable for outdoor application(IP-65) and powder coated, with 2 nos 250A, 4 pole extra current limiting type, isolation duty MCCB set at 200A, 35KA , as incomers, operating iduvidually with mechanical castel key interlocking for receiving supply from the duplicate cable feeders, with 4 nos 4 pole extra current limiting type, isolation duty MCCB, 125 A 25 KA as outgoings meant for connecting to individual metering panels located at consumer prmises, through cables, the boxes shall be provided with air insulated , 250A colour coded TPN aluminium bus bars wih all rigid interconnections and with a set of indicator lamps with suitable control fuses and duplicate earth connections using 40 mm GI pipes and no: 6 SWG GI wire, including cost of all materials and labour as per standard specifications and directions of utility officers |
| 86 | Supply and erection of LT distribution panel boards to be erected in consumer's premises. The boards shall be fabricated out of 16swg CRCA sheet, fully compartmentalised, common cubicle frame work, free standing type dust and vermin proof and suitable for outdoor application(IP-65) and powder coated, with 1 nos 125A, 25KA 4 pole extra current limiting type, isolation duty MCCB as incomer and 8nos 4 pole extra current limiting type, isolation duty MCCB, 63A ,25 KA as outgoings, and provision for accommodating energy meter with sealing facility . The boards shall be provided with air insulated , 125A colour coded TPN aluminium bus bars wih all rigid interconnections and with a set of indicator lamps with suitable control fuses and duplicate earth connections using 40 mm GI pipes and no: 6 SWG GI wire, including cost of all materials and labour as per standard specifications and directions of utility officers |
| 87 | Supply and erection of ring main units, CTC type for replacing tapping DP structures of HT circuits, and for CSS, on RCC 1:2:4 foundations using foundation bolts and giving connections, etc complete including cost off all materials and labour, as per standards and directions of officers. |
| 88 | Supply and erection of ring main units, ADD ON type for replacing tapping DP structures of HT circuits, on RCC 1:2:4 foundations. |
| 89 | Supply, installation, Testing and commissioning of CSS (Compact Switching Station) – 11 KV, 990 KVA, consisting of Transformer one vacuum/SF6 breaker for transformer control, LT panel with I/C ACB, and O/G, MCCBs (8 N0s) enclosed in 2 mm thick weather proof GS enclosure including construction of necessary foundation, using, foundation bolts, etc, complying with IS 1330 and as per specifications of KS E Board, and directions of officers. |
| 90 | Fitting and erecting one HT TW/RSJ/Rail Single Pole in position, including fitting cros sarm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthinging). |
| 91 | Fitting and erecting one HT PSC/RCC Single Pole in position, including fitting cross arm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 92 | Fitting and erecting one HT 'A' type Single Pole in position, including fitting cross arm,digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 93 | Fitting and erecting one HT Four legged 'A' type Single Pole in position including fitting cross arm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 94 | Fitting and erecting one HT Double Pole Structure using TW/RSJ/Rail pole in position including fitting 2 Nos channel cross arm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 95 | Fitting and erecting one HT Double Pole Structure using PSC/RCC pole in position including fitting 2 Nos channel cross arm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 96 | Fitting and erecting one HT Double Pole Structure using 'A' type pole in position including fitting 2 Nos channel cross arm, digging and back filling pit in ordinary soil, drawing sufficient length of GI earthing leads to the ground for earthing (excluding provision of earthing). |
| 97 | Fitting and providing one HT Stay for 11 kV pole, including digging and back filling pit in ordinary soil. |
| 98 | Fitting and providing one Strut using HT pole, including digging and back filling pit in ordinary soil. |
| 99 | Fitting and providing one HT Fly stay for 11 kV pole using HT pole, including digging and back filling pits in ordinary soil drawing sufficient length of GI earth leads to the ground for earthing (excluding provision of earthing). |
| 100 | Stringing of one km 11 kV line with ACSR Raccoon (3 conductors) after fitting insulators and giving jumper connections including cutting removing tree branches wherever necessary and conveyance of all materials (except poles) to an initial distance of 200 m from stacking place, after cutting and removing tree branches wherever necessary |
| 101 | Fitting 3 Nos channel cross arm, AB switch, DO fuse, LA, HT & LT connections up to OH lines, etc. on existing DP structure, earthing the same using earth pipe, digging & back filling pit in ordinary soil (upto 5 Nos), provision for one set (3 Nos) of LT fuses. excluding mounting of Transformer on plinth but including erecting up of statutory fencing around the structure. |
| 102 | Erecting one 100/150/160 kVA Transformer from any vehicle/Ground to existing DP and giving connections(including expenses for transporting transformer in lorry from any stores to site). |
| 103 | Erecting one 100/150/160 kVA Transformer from any vehicle/Ground to existing Plinth and giving connections(including expenses for transporting transformer in from any stores to site). |
| 104 | Erecting one 250/315/500 kVA Transformer from any vehicle/Ground to existing Plinth and giving connections(including expenses for transporting transformer in lorry from any stores to site). |
| 105 | Installing One DTR Meter with box (Normally 40x25x100 size) on existing poles and giving the complete connections including conveyance of materials. |
| 106 | Fitting one additional Fuse unit and giving connection from Transformer to fuse and fuse to LT OH line. |
| 107 | Erecting one LT TW/RSJ/Rail Pole in position including digging & back filling pit in ordinary soil. |
| 108 | Erecting one LT PSC/RCC Pole in position including digging & back filling pit in ordinary soil. |
| 109 | Providing Stay for LT poles including digging & back filling pit in ordinary soil. |
| 110 | Providing Strut using LT pole including digging and back filling pit in ordinary soil. |
| 111 | Providing Fly stay for LT pole using LTpole including digging and back filling pit in ordinary soil. |
| 112 | Stringing, shackling, fitting cross arms, insulators and binding, giving jumper connection etc using ACSR Rabbit for Phase and ACSR weasel for Neutral, for one km LT 3 ph 4 wire line including cutting removing tree branches wherever necessary and conveyance of all materials (except poles) from stacking place. |
| 113 | Stringing, shackling, fitting cross arms, insulators and binding, giving jumper connection etc for one km additional conductor (ACSR Rabbit/Weasel) on existing LT line including cutting removing tree branches wherever necessary and conveyance of all materials (except poles) from stacking place. |
| 114 | Stringing, shackling, fitting insulators (excluding fitting of cross arm) and binding, giving jumper connection etc, for one km additional conductor (ACSR Rabbit/Weasel) on existing LT line including cutting removing tree branches wherever necessary and conveyance of all materials (except poles) from stacking place. |
| 115 | Fitting one set (3Nos) LT lightning arrestors in three phase line and giving connections excluding earthing |
| 116 | Supply and erecting PSC Poles in position including fittings, excavation and back filling of pits. |
| 117 | Providing stay for poles including cost of materials and back filling of pits etc. |
| 118 | Supply at site of ACSR Raccoon (6/1/4.09mm) conductor for 11 KV system,. |
| 119 | Supply at site of ACSR Rabbit (6/1/3.35mm) conductor for 11 KV system,. |
| 120 | Supply at site of ACSR Weasel (6/1/2.59mm) conductor for 11 KV system,. |
| 121 | Supply at site any type of LT/HT poles with fittings |
| 122 | Supply at site of LT/HT, A type poles with fittings |
| 123 | Supply at site of LT/HT, four legged A type lattice poles with fittings |
| 124 | Providing earthing for poles and supports, pillarc boxes, panels, structures, transformers, etc including supply of materials, excavation, giving connection, laying lead wires, etc complete using 40 mm GI pipes 3 m long and GI wires of size upto No 6 SWG. |
| 125 | Constructing Transformer plinth of size 1.5m x 1.5m x 1.5m on 1.8m x 1.8m x 0.75m basement inclusive of cost of all material. [Excavation 1.8m x1.8m x 0.75m, Random Rubble in CM(1:6) 1.8m x 1.8m x 0.75m + 1.5m x 1.5m x 1.5m, concrete(1:2:4, 20mm) 1.5m x1.5m x10cm, plaster CM(1:3) 12mm, 1.5m x 1.5m, Pointing CM(1:3) 1.5m x 1.5m x4 sides. 0.0 B-1 Annexure B -Telecom. Utilities. 0.0 |
| 126 | Supply & Provision of Polythene Insulated, Polythene sheathed Jelly filled (PIJF) copper conductor underground Armoured telephone cable as per DOT/BSNL Specification. No- G/CUG/01-02 Feb 96 (latest) a) 1200/6.5 lbs (0.5 mm) Mtr 2560.63 b) 800/6.5 lbs (0.5 mm) Mtr 1725.14 c) 400/6.5 lbs (0.5 mm) Mtr 1196.31 d) 200/6.5 lbs(0.5 mm) Mtr 584.43 e) 100/6.5 lbs (0.5 mm) Mtr 333.96 f) 50/6.5 lbs (0.5 mm) Mtr 172.54 g) 20/6.5 lbs (0.5 mm) Mtr 77.92 |
| 127 | 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 1916.11 b) 800/6.5 lbs (0.5 mm) Mtr 1293.63 c) 400/6.5 lbs (0.5 mm) Mtr 897.24 d) 200/6.5 lbs(0.5 mm) Mtr 437.48 e) 100/6.5 lbs (0.5 mm) Mtr 250.47 f) 50/6.5 lbs (0.5 mm) Mtr 129.13 g) 20/6.5 lbs (0.5 mm) Mtr 77.92 |
| 128 | Identification for working /non working cables.This includes cutting , testing & jointing etc. of different corrage at both ends & jointing of cables pair |
| 129 | Trenching and backfilling on footpath/cc/bitumunious dense carpeted road for identification of cables ( 1.5m x 1.5 m) |
| 130 | Trenching and backfilling on footpath/cc/bitumunious dense carpeted road ( .90m x1.0m) |
| 131 | Supply and provision of GI pipe B class (100 mm) |
| 132 | Supply and provision of Red stone slab (600x225x38) |
| 133 | Supply & Provision of jointing kit a) TSF-vi Nos. 1446.96 b) TSF-v Nos. 1112.77 c) TSF-iv Nos. 779.24 d) TSF-iii Nos. 667.92 e) TSF-ii Nos. 361.78 |
| 134 | Supply & Provision of Jointing material for jointing of copper cables |
| 135 | Making Jointing pit (3mX3m) |
| 136 | Jointing of newly laid cable pairs |
| 137 | laying/slewing of cables of diff. Corrage (Cu.) a) 800 pair & above Mtr 11.13 b) Below 800 pair Mtr 5.57 |
| 138 | Supply & provision of 48 Fibre Optical Fibre Cable |
| 139 | Supply & provision of 24 Fibre Optical Fibre Cable |
| 140 | Joint Enclosure 48 Fibre |
| 141 | Joint Enclosure 24 Fibre |
| 142 | Making 48 F splice |
| 143 | Making 24 F splice |
| 144 | Laying of OFC cable |
| 145 | Supply and Provision of HDPE pipe 32 mm dia (for subducting) |
| 146 | Laying of Subduct (32 mm) |
| 147 | Supply and Provision of 4 mm dia 3 strand polypropylene rope of ordinary grade |
| 148 | Erection of BSNL Telephone Poles |
| 149 | Construction of Joint Chamber for Joints and Pulling Pit |
| 150 | Construction of 110 mm PVC pipe cable duc a) 48 way R Mtr. 6679.13 b) 24 way R Mtr. 5565.95 c) 16 way R Mtr. 5009.35 |
| 151 | Construction of Manhole for Cable Duct |
| 152 | Supply & provision of 110 mm HDPE PN 10 (10 Kgf) pipe through trenchless technology |
| 153 | Laying of cables through moling technology ( at a depth of 1.75 m) |
| 154 | Shifting of BSNL Pillars B-2 Details of Duct Work 0.0 RATES FOR CABLE DUCT & MANHOLES-Non DSR items for Cable duct & Man Holes. 0.0 |
| 155 | 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) 110mm Outer Dia PVC pipe of 2.5mm wall thickness |
| 156 | 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. 50.1 b) Single ended Spacer - 4-Ways Nos. 47.88 |
| 157 | Providing and fixing Abs thermoplastic expansion plug (110gm. 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. |
| 158 | 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 drawing:a) For 110mm outer dia pipe. |
| 159 | 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 Engineer-in-Charge. |
| 160 | Providing and laying polythene sheet of approved quality and weight not less than 1 Kg./10 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 |
| 161 | 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. |
| 162 | Providing and fixing in Manhole base slab, MS galvanized pulling eyelet of 20mm dia and 1000mm long, fixed in position as per direction of Engineer-in Charge and as per BSNL Drawings. |
| 163 | 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). |
| 164 | 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.0 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 |
| 165 | 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. |
| 166 | Painting of Manhole code number with black or red paint over white base, in size of 100mm and 10mm thick at the inside surface of all the opening in Manhole as per the direction of Engineer-in-Charge. |
| 167 | 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. |
| 168 | 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 side. 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. |
| 169 | Providing and fixing MS galvanized circular frame of 1100mm 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. |
| 170 | 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-Charge . |
| 171 | Dismantling of existing M/H & protection for existing OFC / copper cables |
| 172 | Dismantling of existing cable duct & handling of cable including serviceable material & disposal of unserviceable materials C ANNEXURE-C (Civil Utilities) 0.0 |
| 173 | Taking out and transportation of C.I/M.S/P.S.C/H.S. pipes including dejointing and transportation upto all lifts and a lead of 5km.( The Scrap shall be the property of NCRTC) A a) upto 300mm dia pipe line Mtr 296.12 b) upto 400-600 mm dia pipe line Mtr 541.0 B for interconnection point/Y-Tee/Valve 0.0 a) upto 300mm dia Each 11163.06 b) upto 400-600 mm dia Each 28684.65 |
| 174 | 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 Mtr 420.78 b) 250mm dia pipe Mtr 624.49 c) 300mm dia pipe Mtr 742.5 d) 400mm dia pipe Mtr 1319.12 e) 450mm dia pipe Mtr 1365.89 f) 600mm dia pipe Mtr 2099.48 g) 900mm dia pipe Mtr 3907.3 |
| 175 | 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) 600 mm dia pipe Mtr 2792.07 b) 450 mm dia pipe Mtr 2164.95 c) 400 mm dia pipe Mtr 1623.03 d) 300 mm dia pipe Mtr 1149.93 e) 250 mm dia pipe Mtr 660.12 |
| 176 | Plugging of water main with baloon of adequate size by inflating with air compressor including transportation of air compressor at site a) 400 mm dia Job 14161.99 b) 600 mm dia Job 21242.98 |
| 177 | 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 1620.8 b) 300 mm dia pipe Job 2333.25 c) 400 mm dia pipe Job 3781.5 d) 450 mm dia pipe Job 4680.96 e) 600mm dia pipe Job 8321.09 f) 700mm dia pipe Job 10824.79 |
| 178 | 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 582.2 b) 250 mm dia pipe Job 1620.8 c) 300 mm dia pipe Job 2333.25 d) 400 mm dia pipe Job 4149.97 e) 450 mm dia pipe Job 4680.93 f) 600 mm dia pipe Job 8322.1 g) 900 mm dia pipe Job 18677.98 |
| 179 | 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 watermains at interconnection point / Y-tee/ valve) including cost of dewatering. a) upto 300 mm dia Each 10114.92 b) 400 - 600 mm dia Each 20231.67 |
| 180 | Supply and installation of MS pipe (6 mm thick) with 750 Micorn PV 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 d/s, connection manholes along with the site of drawing showing work complete in all respect. a) 250 mm dia( 6mm thick) Mtr 16236.96 b) 600 mm dia ( 10mm thick) Mtr 59535.56 |
| 181 | Providing and laying of 100 mm GI pipe, medium class, Jindal make, with all accessories like bends, sockets, etc all complete |
| 182 | P/L of MS pipe of 10 mm wall thickness on agreed line andgrade (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 Man holes at approximate 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 andr 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) 900mm dia pipe by trenchless technology Mtr 96037.28 |
| 183 | Providing and laying MS pipes/barels 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 Engineer. a) Pipes made up of MS sheet(6mm to12mm th.) Kg 76.82 |
| 184 | Providing and laying MS special 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 784-1974 including testing of the specified head as directed by the Engineer. |
| 185 | Specials made up of MS sheet(6mm to 12mm th.) |
| 186 | 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 coating as per IS :1916 of following diameter a) 300 mm dia pipe Mtr 5817.52 b) 400 mm dia pipe Mtr 7780.08 c) 600 mm dia pipe Mtr 10147.83 |
| 187 | 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 outside coating as per IS :1916 a) 300 mm dia pipe Mtr 202.6 b) 400 mm dia pipe Mtr 270.51 c) 600 mm dia pipe Mtr 335.06 |
| 188 | Providing and fixing 400 mm dia D/F non- return / check valve of PN 1.0 rating having Body/Door of CI Gr. 20, TRUNNION shaft AISI 410, Face & Seat ring of GM i.e. metal to metal seat & not Rubber to metal, generaly confirming to IS: 5312, Falnge flat face drilled to ISI 538 Part IV & VI/BS 10 Table \\"D\\" . |
| 189 | Providing and fixing CI D/F Sluice Valve with S&S ( IS 6603 12 Sr 12) stain ang gun metal Parts confirming to IS 14846 of approved make/ of approved brand ( withcap ) in the existing pipe with bolts, nuts, rubber insertions etc. complete and as per the direction of Engineer a) 400 mm dia Each 131713.44 b) 600 mm dia Each 302392.24 |
| 190 | P/L of MS pipe of 12 mm wall thickness on agreed line and grade ( as per IS 3589 and made from steel confirming to IS 2062)the steel pipes surface internal and external shall be blasted to near white and then coated with solvent less PU coating of nominal 750 microns and nominal 1000 microns on exterior and interior surface respectively of approved make/used by railway/DDA/RDA in sewer and water line projects with design and construction of manholes at required distance. Pipe to be laid with trenchless construction technique. Accuracy of level at required gradient/slope to be achieved by use of laser /CCTV controlled by any suitable equipment. In the last pit the equipment to be positioned at surface in a single traffic lane for the work. The item includes excavation of trenches and recovery pits, excavated earth taken out and their backfilling after work completed at the site. Work includes 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, lighting of complete work site area, display of sign board. Insurance of work man etc complete including removal of all hindrances, unforeseen items permission of other deptt (deptt shall only assist in getting permissions etc.). Nothing extra shall be paid on this account to complete the job. The firm will also supply the test certificate w.r.t MS pipe design and P.U coating etc, during the execution of work. Dewatering of pit and making good by back filling in layers of 20 cm each as per the relevant CPWD specifications and disposal of surplus earth as per direction of Engineer-in charge. The firm has to make connections in the u/s and D/S manholes at the same existing invert level including necessary plugging in the existing line by dismantling and restoration of the connection manholes complete. Display of sign board. Insurance of work man etc complete including removal of all hindrances, unforeseen items permission of other deptt (deptt shall only assist in getting permissions etc.) nothing extra shall be paid on this account to complete the job. a) 1400 mm dia pipe by Trenchless technology Mtr 184631.73 |
| 191 | Supply and installation of 450 mm dia MS pipe of 10 mm wall thickness confirming to IS 2062 suitable for welding joints with 750 Micron P.U. coating internally and anti- corrosive bituminous paint on external surface, with tolerance of 6\\" in or gradient by trenchless technology method at an average depth of 4-4.5m below the road level including interconnection with existing chambers ( with required excavation and its restoration including dewatering arrangement) including thrust pit and receiving pit and the supporting system of soil should be got approved from the department before execution. The trenchless has to be carried out below existing deep nallah below road, in sub-soil and existing services. The firm will also supply the test certificate w.r.t MS pipe design and P.U coating etc, during the execution of work. The work also involved necessary number of thrust pit and receiving pit as per the site condition to perform boring including road cutting under ground mapping of service. Dewatering of pit and making good by back filling in layers of 20 cm each as per the relevant CPWD specifications and disposal of surplus earth as per direction of Engineer-in charge. The firm has to make connections in the u/s and D/S manholes at the same existing invert level including necessary plugging in the existing line by dismantling and restoration of the connection manholes complete. |
| 192 | Providing and Laying mild steel pipe 1500mm internal dia. made from 12mm thick MS Plate conforming to IS 2062, Interior lining with cement mortar and exterior surface treated with coating and wraping confirm to IS3589 2001, IS: 10221-1982, 11909-1986, specifications i/c all lead and lift complete as per direction of the Engineer-in-charge |
| 193 | Providing and laying of 1500 mm dia. M.S. Pipe made up of 16mm thk. M.S. Plate as per IS2062 through trenchless technology by Specialized Laser guided Tunnel boring Machine with steering kit to cross the carriage way i/c maintain levels with the help of laser guided equipment, excavation of thrust & receiving pit side shoring, providing thrust bed & blocks, welding cutting the steel pipes surface internal & external painted with Epoxy paint on each face of pipe, filling back compaction disposal of surplus earth, i/c, generator, JCB, cranes, trenchless machine, jacks, hydraulic technology, testing etc. all material, Labour and T&P complete job as per direction of Engineer-in-charge. |
| 194 | Supply, Installation, Testing & Commissioning of 120Lumen/watt Highbay light(50w) fixtures in FOB |
| 195 | Supply & laying of wiring for the following light point with 3 core x 2.5 sq. mm, 1100 Volt grade PVC insulated FR copper conductor flexible cable in existing raceway/cable tray or existing heavy gauge GI conduit surface run with GI saddles, or concealed or in MS raceway including chases and complete with GI junction boxes, pull boxes, inspection boxes, bends & other accessories etc. including insulated Protective Earth (PE) Conductor and earthing excluding the cost of MCB as specified and as under: One point controlled by 10A MCB. Secondary or looping points wiring as specified in 1.3 above using 3 core x 2.5 sq. mm insulated copper (P+N+PE) flexible cable in existing MS raceway for lights including providing terminal block, ceiling rose & other accessories etc as required (excluding the cost of switches, sockets & switch boxes) as per specifications and drawings as required |
| 196 | 32A 3 pin industrial socket outlet with 32 A DP RCCB 30mA with MCB shall be of standard powder coated MS steel IP-55 enclosure, separately lockable. |
| 197 | Supply& installation of following modular grid plat mounted switch/es and socket/s etc. on a suitable size mild steel electrogalvanized switch boxes complete in single or combination complete with the connections, earthing and testing as per specifications and as required:(Note the grid plate and MS BOX shall be selected suitably as per the requirement to fix the switches and sockets. 1 no. 6/16 Amp Universal socket with 1no. 16 amp modular switch |
| 198 | Supply & laying of conduit and wiring for the following 16A socket outlet point with 3 x 6 sq. mm, 1100 Volt grade PVC insulated FR copper conductor wires in heavy gauge GI conduit surface run with GI saddles. One no. 16A socket outlet point controlled by one 16A switch. |
| 199 | Secondary or looping 16A socket outlet points wiring as specified in 1.5 above using 3 x 4 sq. mm copper (P+N+PE) wires in 25 dia GI conduit for socket outlets including providing terminal block, ceiling rose & other accessories etc as required (excluding the cost of switches, sockets & switch boxes) as per specifications and drawings as required |
| 200 | Lighting Distribution Boards (LDB) Type-1 as per specification and Drawing as per following details. One lighting distribution board (LDB) unit consisting of 3 compartments with respective incoming TPN MCBs, DP MCB RCCBs/ELCBs, set of contactors and outgoing SP MCBs each having indications for incoming & outgoing feeder status e.g. LDB-1 is combination of LDB 1/N, LDB 1/G, LDB 1/U connected to incoming Supplies from Normal, DG set & UPS respectively including a set of time switches as per specifications and as shown on Drawing and as under:(Public area- Concourse & Platform level) Normal INCOMER 1 no. 40A TPN Contactor with astronomic digital timer 1 no. 40A TPN MCB 1 set of (ON) indicating lamps for each OUTGOINGS with feeder (ON) indication LED lamps 24 nos. 10A/20A SP MCB arranged in three rows and each row controlled by one no. 32A DP MCB ELCB/RCCB with feeder ON indication lamps 3 nos. 32A DP MCB ELCB/RCCB with feeder ON indication lamps tapped from above contactor (non timer-controlled feeders) DG INCOMER 1 no. 40A TPN Contactor with astronomic digital timer 1 no. 40A TPN MCB 1 set of (ON) indicating lamps for each OUTGOINGS with feeder (ON) indication LED lamps 12 nos. 10A SP MCB arranged in three rows and each row controlled by one no. 32A DP MCB ELCB/RCCB with feeder ON indication lamps 3 nos. 32A DP MCB ELCB/RCCB with feeder ON indication lamps tapped from above contactor (non timer-controlled feeders) UPS INCOMER 1 no. 25A DP contactor with astronomic digital timer 1 no. 25A DP MCB ELCB/RCCB 1 set of (ON) indicating lamps for each OUTGOINGS with feeder (ON) indication LED lamps 10 nos. 10A SP MCB 1 no. 20A DP MCB ELCB/RCCB with feeder ON indication lamps tapped from above timer/contactor (non timer-controlled feeders) |
| 201 | Equipment (Lift -Escalator-Moving Walk Panel) Power Panel (TPP) complete as per specifications & Drawing as per following details: Equipment Power Panel (EPP) INCOMER |
| 202 | 2 nos. 400 A ,415V, Ics=35 KA, 4P MCCB with variable over current and short circuit releases having (one spare): 1- set for each Red/Green ON/OFF indicating lamps 1- set for each three phase indicating lamps (red, yellow, blue) Amber healthy trip indicating lamps for above feeders BUSBAR Electrolytic high conductivity tinned copper three phase and neutral busbars rated at 400 A having a maximum current density of 1.4 A per sq mm suitable to with stand symmetrical fault level of 35kA at 415 V. The neutral busbar is to be of same capacity. OUTGOING 12 nos. 63A, Ics=35 kA, 415V, TP MCCB with fixed neutral and with variable overcurrent and short circuit releases suitable for motor application duty suitable for elevator/escalator drive motors accessories, connections as required and each having indication lamps to give status Metering 1 No., 230V, AC operated integral type Digital meter with RS-485 port for measuring Amps ,Voltage, Energy, kWH, kVAH, frequency, Maximum Demand & power factor etc with TOD facility conforming to specifications, latest IEC/ EMC and EMI standards/criterion, with necessary Circuit MCBs and supporting SCADA/BMS connectivity Cabling |
| 203 | Supply, laying, testing and commissioning of 1100 V grade, armoured, FRLS, XLPE, Aluminium (Al) / Copper (Cu) Conductor cables on existing trays/ walls/ columns /indoor /trenches including the cost of supports with suitable clamps, saddles, hooks, bolts etc. and including the cost of proper dressing of cables, markers providing identification tags, earthing of glands armouring etc. and as below. |
| 204 | 2 core, 16 sq mm Al Conductor |
| 205 | 3 core 6 sq mm Cu Conductor |
| 206 | 4 core 16 sq mm Al Conductor |
| 207 | 4 core 25 sq mm Al Conductor |
| 208 | 3.5 core 35 sq mm Al Conductor Supply, laying, testing and commissioning at site work of 600/ 1000 V grade, Copper conductor XLPE insulated , Low Smoke Zero halogen type cables confirming to BS 6724 and Technical specification(on existing tray/wall/colums/indoor/tenches with suitable clamps, saddles, hooks, bolts etc. and including the cost of proper dressing of cables, markers providing identification tags, earthing of glands armouring etc. and as below. |
| 209 | 3.5 core 150 sq mm Cu. Conductor |
| 210 | 3.5 core 185 sq mm Cu. Conductor |
| 211 | 3.5 core 240 sq mm Cu. Conductor |
| 212 | Cable jointing and termination of cable (one pair considered as termination of both end of cable) including cost of Supplying and fixing, Crimping lugs(Cu/Al as required), double compression brass glands, insulation tape etc. complete as per the type of cable. |
| 213 | 2 core, 16 sq mm Al Conductor |
| 214 | 3 core 6 sq mm Cu Conductor |
| 215 | 4 core 16 sq mm Al Conductor |
| 216 | 4 core 25 sq mm Al Conductor |
| 217 | 3.5 core 35 sq mm Al Conductor |
| 218 | 3.5 core 150 sq mm Cu. Conductor |
| 219 | 3.5 core 185 sq mm Cu. Conductor |
| 220 | 3.5 core 240 sq mm Cu. Conductor |
| 221 | Cable Trays |
| 222 | Supply, fabrication & installation of perforated hot dipped galvanised (Galvanisation as per latest IS 4759/6745) double bended cable trays from 2 mm thick GI sheets continuously connected including horizontal and vertical bends, reducers, tees, and other accessories and duly suspended from the ceiling with 12 mm dia vertical GI rods supported by 40mm x 40 mm x 5 mm GI angle etc. (or installed on wall supported on suitable brackets as required) complete as per specifications, as required and as below. |
| 223 | Note: Trays shall be supported adequately at minimum 1 m distance from the building structure / ceiling by means of painted / galvanized (as specified) MS structural members secured to the structure by dash fasteners or by grouting. This support should be capable of withstanding the weight equivalent of 3m length of the cables that can be laid in the trays. At turns the support has to be double and at both ends of the bend. 100 mm wide x 40mm deep 50 mm wide x 40mm deep 150 mm wide x 40mm deep 300 mm wide x 40 mm deep |
| 224 | Supply, installation and testing of sheet steel raceways in floor, fabricated from 2.0 mm thick GI (Galvanisation as per latest IS 4759/6745) with removable cover plate complete with counter sunk cadmium plated brass screws, bends, tee-junctions, cross junction etc. rendered electrically continuous as approved and of following sizes 200 mm wide & 50 mm deep 100 mm wide & 50 mm deep |
| 225 | Supply and laying, Testing and commissioning of copper/GI Strips/wire for interconnecting the earthing stations ,panels, DBs etc. of the following sizes in built up trenches /surface/wall/ground complete with holes & fixing, jointing / terminating accessories as per specifications & drawing as required. (Quantity shall be paid as per the actual measurement as executed, however direct measurement shall not exceed the quantity indicated in drawing approved . |
| 226 | 50 mm x 6 mm GI strip |
| 227 | 25 mm X 6 mm GI strip |
| 228 | Supply, fabrication & laying heavy grade IS marked mild steel piping conforming to IS 1239 and IS 3589 complete with M.S. fittings, pipe supports, clamps, painting of two coats of red enamel etc. as approved with welded jointing for Wet Riser system. |
| 229 | 80 mm nominal bore |
| 230 | 100 mm nominal bore |
| 231 | 150 mm nominal bore |
| 232 | Supplying and fixing of stainless steel hose cabinet of size 900 mm x 600 mm x 400 mm made of 2 mm thick with 6mm thick glazed glass doors including necessary locking arrangement suitable to accommodate external hydrants, 2 nos 63mm dia synthetic hose pipe 15 m long, 1 no branch S.S. pipe with 4 nos MS angle ( 40 x 40 x 8 ) supports grouted in floor and duly coated with post office red external and white internal paint complete in all respects. |
| 233 | Providing and fixing following types of fire hydrant valves conforming to IS:5290 and section E31 of M & W specification having female instantaneous type connection with matching flange, gaskets, nuts and bolts complete in all respects. |
| 234 | Single headed |
| 235 | Providing and fixing percolation fire hose pipe (as per IS :8423) of 63 mm dia and 15 meter length rated for burst pressure of 35.7 kg/sqcm. The hose shall be tested for flame resistance in accordance to IS :8423. Hose shall be complete with ISI marked Stainless steel mail and female coupling(IS:903) bound and riveted to hose pipe with copper rivets &1.5 mm copper wire |
| 236 | Providing and fixing standard size stainless steel 63 mm diameter short branch pipe with nozzle conforming to IS:903 and section E19 of M & W specifications. |
| 237 | Internal hydrants/landing valves generally as specified and all complete with: i) 63mm dia Single headed landing valve IS marked (Stainless steel) ii) First aid hose reel with 25 mm dia, 45 m long thermoplastic hose as per IS 12585 rubber hose, ball valve, piping and 7-8mm nozzle as required iii) 38mm synthetic hoses (UL Listed) with 63mm instantaneous SS coupling, IS marked- 15 m x 2 lengths with suitable arrangement of connecting the hose pipe with coupling as required. iv) branch pipe and nozzle IS marked (Stainless steel) v) Pressure gauge with stop cock. |
| 238 | Supply and installation of Hose Cabinet as per following descriptions : Supplying and Fixing of surface type stainless steel Fire hose cabinet of size 1700 (H)mm x 1200 (W)mm x 600 (D) mm made of 18G SS thick with 6mm thick glazed glass double flap-hinged doors including necessary locking arrangement suitable to accommodate 1No. 63mm dia Single headed landing valve, 1No. First aid hose reel with 25 mm dia, 45 m long thermoplastic hose, 2 nos 63mm dia synthetic hose pipe 15 m long, 1 no branch S.S. pipe. and duly coated with post office red external and white internal paint complete in all respects. (At Concourse & Platform Level) |
| 239 | Supply & fixing Turbo fans 24 inch diameter with 3 mm thick polycarbonate base comprises of shaft pipe cover, top plate/cover and bottom ring of stainless steel grade 304 including alluminium revits/bolts and wahers of 0.5mm thick of industrial high grade alluminium(grade 8011) vanes and 2 nos SKF permanently lubricated and sealant bearing and exhaust capacity of 2000 cum/hr(minimum) at 8 meter height and 6 to 8 kmph air velocity including the cost of necessary fasterners and sealant etc. complete. Total Cost (excluding GST) of Schedule - D Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 30, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 30, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 30, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 20, 2026
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 30, 2026
17:00 IST
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