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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: CWE WELLINGTON NAME OF WORK: PROVN OF INTERNAL ROADS FOR G & H BLOCK AT ICAR-IARI RS WELLINGTON UNDER GE WELLINGTON Contract No: CWE/ WEL/ OF 2025-26 Bidder Name : SCHEDULE 'A' (BOQ)(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant 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 # Sl.No. Item of Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion against each Item Quoted Currency in INR / Other Currency Rate in Figures to be entered by the Bidder including all Taxes etc.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 TOTAL AMOUNT With Taxes Total amount in words |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) in all kind of soil over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 3 | M & L for Soling (or sub base), 150mm (spread thickness) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. |
| 4 | M & L for 150 mm thick (compacted thickness) (in two equal layers 75mm each) WBM, with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) with granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and as directed. |
| 5 | Preparing un-surfaced WBM surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming coat with bituminous cold emulsion slow setting Grade-I (SS-1) @ 10 Kg per 10 Sqm complete all as specified and directed. |
| 6 | M & L for Premix bituminous macadam with binder content 4% by weight of total mix using paving bitumen of grade VG-30,, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), with mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. (Note: The rates are worked out on the basis of binder content of 4% by weight of total mix. No extra payment shall be made for any additional requirement of binder content) |
| 7 | Preparing existing black top surfaces by brushing with wire brush for removing caked/mud etc. sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat using bitumenous cold emulsion rapid setting grade-1 (RS-1) @ 5 Kg per 10 Sqm complete all as specified and directed. |
| 8 | M & L for bituminous premixed semi dense asphaltic concrete, 40 mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and laid by using mechanical paver, rolled and compacted, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified and directed. (Note: The minimum binder content shall be of 5.5% by weight of total mix. However, additional requirement of binder content after mix design (if any), the same shall be provided by the contractor without any extra cost to the Govt.) |
| 9 | Material and labour for Applying 2 mm thick road marking paint with reflective thermoplastic white road marking paint confirming to BS-3262 (1989), either continuous or broken lines over existing or new painting surfaces of cement or bituminous surfaces (continuous lines, centre lines, dashes, stop lines, arrows etc), n.exc 10 cm width laid down through road marking machine using thermo plastic material by incorporating the white glass powder for reflectivity in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete as direction of Engr-in-Charge and in accordance with applicable specification complete all as specified and as directed. |
| 10 | S & F cat eye of polycarbonate body of size 100mm x 90mm x 15mm with stud and Retro Reflectivfe Prismatic tape, fixed on road as per manufacturer's instructions complete all specified and directed by the Engineer-in-Charge. |
| 11 | S & F solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed |
| 12 | Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 13 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and directed. |
| 14 | M & L for Plain cement concrete 1:5:10, type E-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, sub base etc complete all as specified and directed. |
| 15 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 16 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed. |
| 17 | M & L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 18 | Removing excavated soil exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. Total in Figures 0.0 0.0 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 |
