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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 : PROVN OF STONE MASONRY WALL FOR STRENGTHENING OF NALLAH WITH ALLIED WORKS AND PROVN OF APPROACH PATH AT UNIT AREA OF 9 PARA (SF) UNDER GE (SOUTH) UDHAMPUR Contract No:GE/S(U)-74 /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 | Excavation over areas n exc 1.5 m deep and getting out in any type of soil |
| 3 | Returing, filling in, including spreading, levelling, water and well ramming in layers not exc 25 cm |
| 4 | Removing excavated material n exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point etc complete |
| 5 | M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete |
| 6 | M & L for walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including providing weep holes complete all as specified (PCC bond stone shall be measured and paid seperately) |
| 7 | M & L PCC 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) set in cement mortar 1:6 as in bond stones of any thickness and size or shape |
| 8 | M & L raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed by Engr-in-charge. |
| 9 | Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints as specified of random rubble walling, uncoursed or brought up to course, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40 mm for granite or trap stone |
| 10 | M & L PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in coping, benching including weathering slightly rounded or chamfered angles all as specified and directed by Engr-in-charge including necessary form work and finishing the exposed surfaces |
| 11 | S & F PVC (SWR) pipes 110 mm dia low density of pressure rating 10 kg/sqcm (in short lengths) fixed in walls as weep holes as in retaining wall |
| 12 | M&L RCC M-25 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 13 | Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better Rough finished surfaces of concrete flat |
| 14 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia). |
| 15 | M&L for 75mm thick Plain cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) finishing cement concrete surface even and smooth by using extra cement etc complete |
| 16 | 25 mm thick Sand cusioning under floors including watering and consolidation |
| 17 | M&L for Machine pressed precast rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade joint with grey cement without pigment |
| 18 | Hand packing (any thickness) of broken stone boulders at back of wall over arches etc and raising (or lowering) to the required level. |
| 19 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base |
| 20 | All as item no. 18 add for each additional 1.5 m or part thereof in height above the first 1.5 m 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 |
