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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : GARRISON ENGINEER CHILKA, INS CHILKA, KHURDA, ODISHA - 752 037 NAME OF WORK : SPECIAL REPAIRS OF SEWAGE LINE AT SAILORS MARRIED ACCOMMODATION AREA AT INS CHILKA UNDER GE CHILKA Contract No : GE/CHL/8185 OF 2025-2026 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT With Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 M in depth for laying of drain pipes, or for manhole, etc., not exceeding 10 Sqm on plan and getting out in soft / loose soil complete all as specified and as directed. |
| 3 | Ditto all as per item No 1 above but depth exceeding 1.50 M but not exceeding 3 M complete etc all as specified and as directed. |
| 4 | Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed. |
| 5 | Removing excavated material not exceeeding 50 M and depositing where directed at a level n exc 1.5 M above the starting point complete all as specified and as directed. |
| 6 | Demolition and breaking up drain pipes of 150 mm dia (Salt glazed ware ,AC or reinforced concrete) set in cement mortar including bedding haunching complete all as specified and as directed. |
| 7 | Demolition and breaking up drain pipes of 200 mm dia (Salt glazed ware, AC or reinforced concrete ) set in cement mortar including bedding haunching complete all as specified and as directed. |
| 8 | Demolition and breaking up drain pipes of 300 mm dia (Salt glazed ware, AC or reinforced concrete ) set in cement mortar including bedding haunching complete all as specified and as directed. |
| 9 | M&L for reinforced concrete pipes class NP-2, laid and jointed complete with collar of 150 mm dia complete all as specified and as directed. |
| 10 | M&L for reinforced concrete pipes class NP-2, laid and jointed complete with collar of 200 mm dia complete all as specified and as directed. |
| 11 | M&L for reinforced concrete pipes class NP-2, laid and jointed complete with collar of 300 mm dia complete all as specified and as directed. |
| 12 | M&L for PCC 1:4:8, type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. |
| 13 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in bed to 150 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 14 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in bed to 200 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 15 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in bed to 300 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 16 | Cutting into existing manhole for connecting new 150 mm internal dia drains, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate smooth finished and reforming benching as required complete all as specified and as directed. |
| 17 | Cutting into existing manhole for connecting new 225 to 300 mm internal dia drains, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate smooth finished and reforming benching as required complete all as specified and as directed. |
| 18 | Demolition of stone or brick masonry built in cement mortar including all quoins arches pillars etc complete all as specified and as directed. |
| 19 | M&L for random rubble, stone masonry, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed. |
| 20 | Ditto all as per Item above but except stone complete all as specified and as directed. |
| 21 | M&L for old size brick work with fly ash bricks built in cement mortar 1:6 , straight or curved on plain exc 6m mean radius complete all as specified and as directed. |
| 22 | Taking down cement or cement lime plaster of any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed. |
| 23 | M&L for 15 mm thick rendering in cement mortar 1:4 on stone masonry or brickwork surfaces, surface finished even and fair complete all as specified and as directed. |
| 24 | Demolition of cement concrete unreinforced in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 25 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping, benching of manholes etc including necessary use and waste of formwork all as specified and as directed. |
| 26 | Demolition of RCC of any description , any thickness and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 27 | S&F TMT bars 10 mm dia and over , cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. |
| 28 | M&L for pre-cast RCC 1 : 2 : 4, type B-1 using 20 mm graded stone aggregate as in cover slabs for man holes ,septic tank etc, set in cement mortar 1 : 4 etc complete all as specified and as directed. |
| 29 | S&F in repair 110 mm dia PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints, fixed to walls complete all as specified and directed |
| 30 | S&F in repair 75 mm dia PVC (SWR) soil, waste and vent pipes single socketed in any length with rubber ring joints, fixed to walls complete all as specified and directed |
| 31 | S&F in repair 110 mm bore PVC (SWR) bend any radius complete all as specified & directed. |
| 32 | S&F in repair 75 mm bore PVC (SWR) bend any radius complete all as specified & directed. |
| 33 | S&F in repairs for PVC(SWR) gully trap 125/110mm setting and jointing with solvent cement etc complete all as specified and as directed. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
