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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: MILITARY ENGINEERING SERVICES (GE (SOUTH) UDHAMPUR) NAME OF WORK : SPL REPAIR TO SEWAGE LINE, MANHOLES AND CONNECTED WORKS TO BLDG NO NP-95, NP-96, NP-98, NP-103A, NP-103B, NP-12 AND NP-43 AT CP COLONY UNDER GE (SOUTH) UDHAMPUR Contract No: GE/S(U)-69/2026-27 Bidder Name : 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 Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Demolition Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-charge. |
| 3 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc, and area n.exc 10 Sqm on plan and getting out in any type soil complete all as specified and directed by Engr-in-charge. |
| 4 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n exc 25cm thick complete all as specified and directed by Engr-in-charge. |
| 5 | Removing excavated soil/material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-charge. |
| 6 | M&L Cement concrete type D2 (1:4:8) (using 40mm graded stone aggregate) as in foundation filling and mass concerete complete all as specified and directed by Engr-in-charge. |
| 7 | M & L for 150 mm dia reinforced concrete pipes, class NP2, laid in trenches and jointed with cement mortar 1:2 complete with collars complete all as specified and directed by Engr-in-charge. |
| 8 | S&F for DWCPE (SN8) 180 (OD)/163(ID) mm diameter pipes laid on 150mm thick bed to execute and make sewer line functional complete all as specified and directed by Engr-in-charge. |
| 9 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete type D2 (1:4:8) for 150mm dia pipe complete all as specified and directed by Engr-in-charge. |
| 10 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete type D2 (1:4:8) for 180mm dia pipe complete all as specified and directed by Engr-in-charge. |
| 11 | M & L for brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in CM (1:4) as in manholes, septic tank, filter bed, walls, drains etc complete all as specified and directed by Engr-in-charge. |
| 12 | M&L for random rubble masonry built in cement mortar 1:4, uncoursed, well bonded, bedded and solidly hearted complete all as specified and directed by Engr-in-charge . |
| 13 | M&L for rendering 15 mm thick in CM 1:4 on brick work and finished fair and even without using extra cement complete all as specified and directed by Engr-in-charge. |
| 14 | M&L factorymade Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) for manhole cover septic tank covers slabs etc including necessary form work, reinforecement and set in CM (1:4) complete all as specified and directed by Engr-in-charge. |
| 15 | M&L For TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-charge. |
| 16 | M & L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 180/150mm bore pipe line complete all as specified and directed by Engr-in-charge. |
| 17 | M & L for providing cement concrete 1:2:4 Type B1 using 20mm graded aggregate as in lintels up to 1.5m clear span, cills, seismic and other similar bands, plinth courses, copings, Bed blocks, and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engr-in-charge. |
| 18 | M & L for PCC 1:2:4 Type B-1 using 20 mm graded aggregate in surface channels and drains complete all as specified and directed by Engr-in-charge. |
| 19 | M&L for 75 mm thick plain cement concrete type D-2 (1:4:8) (40 mm graded stone aggregates) as in sub base complete all as specified and directed by Engr-in-charge. |
| 20 | S&F framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe .290.Gde-E-165 complete all as specified and directed by Engr-in-charge. |
| 21 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-charge. |
| 22 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engr-in-charge. |
| 23 | RCC Septic tank convental type designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, brick work in walling, RCC M-30 Design Mix in base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users |
| 24 | On site LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for 10 users |
| 25 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8 M dia X 3.0 M effective depth |
| 26 | Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.00 M dia X 3.0 M effective depth Total in Figures 0.0 0.0 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 |
