Tender For Special Repair To Road From Mes Pump No 02 To Sub Stn No 02, Main Road To Bldg No P-233/04, Internal Road In Stn Hq, Jco Mess, Mes Colony And Mes Complex Certain Path Work At Rts & Depot Hempur Under Ge (East) Bareilly
Tender Overview
Project Description
Tender for Special Repair To Road From Mes Pump No 02 To Sub Stn No 02, Main Road To Bldg No P-233/04, Internal Road In Stn Hq, Jco Mess, Mes Colony And Mes Complex Certain Path Work At Rts & Depot Hempur Under Ge (East) Bareilly
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER BAREILLY Name of Work: SPECIAL REPAIR TO ROAD FROM MES PUMP NO 02 TO SUB STN NO 02, MAIN ROAD TO BLDG NO P-233/04, INTERNAL ROAD IN STN HQ, JCO MESS, MES COLONY AND MES COMPLEX CERTAIN PATH WORK AT RTS & DEPOT HEMPUR UNDER GE (EAST) BAREILLY Contract No : CWE / BLY / GE(E)/ 132 OF 2026-27 Bidder Name : SCHEDULE A(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 # Sl.No. 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Scarifying or picking gravelled macadam or bituminous macadam surface in area exc 400 sqm and exc 50mm & n. exc 100 mm deep complete all as specified and directed. |
| 3 | M&L for 75 mm thick (compacted thickness) water bound meccadam (WBM) with coarse aggregates of grading (Granite trap or Basalt) 2 (63 to 40mm size) or of grading (50 to 20mm size), spread, rolled and consolidated to gradient, camber, level and super elevation with 8 to 12 tonne power roller complete all as specified and directed. |
| 4 | Preparing water bond macadam top surface by brushing with hard wire brushes for removing caked mud vegitation etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirts (up to 1.0 mtr from the edges of road both side) etc all as specified and directed. |
| 5 | M&L for applying evenly a priming/tack coat with bituminous primer @10 kg per 10 Sqm using 80/100 paving bitumen VG 10 grading all as specified and directed. |
| 6 | M&L for preparing black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and Applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre VG-10 (Paving bitumen) complete all as specified and directed. |
| 7 | M&L for Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.Note :(i) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) |
| 8 | M&L for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tone power roller to required compaction complete all as specified and directed.Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggregates for Bituminous works shall confirm to clause No 20 B 2.5 of SSR 2009 Part- I (Specifications) Note for item No. 6 & 7: Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. |
| 9 | S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. |
| 10 | 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 |
| 11 | 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. |
| 12 | Demolition of cement concrete (un-reinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) |
| 13 | M&L for 100 mm thick PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as sub base floor complete all as specified. |
| 14 | M&L for sand filling under floors or in fdn including watering and consolidation as in bedding layers for laying tiles. |
| 15 | M&L in repairs for machine pressesd coloured glazed chequered cement concrete 20cm x 20cm x 25cm thick Glossy finish with mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles over and including screed bed or bedding layer of mortar 20 mm thick, in cement mortar (1:6), complete all as specified and directed. |
| 16 | S&F rubber moulded decorative designed coloured machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed |
| 17 | M&L for cement concrete type C-1,1:3:6 ( 20mm graded stone aggregate) as in copings, packing around interlocking paver blocks complete all as specified and directed |
| 18 | M&L for hardcore of broken stones gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface including removal of existing loose soil complete all as specified and directed. |
| 19 | S&F for moorum/ red/ bajri filling 100 mm thickness spread rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 20 | M&L for painting lines, dashes, arrows, letters etc on roads, pavements and like etc exc by providing 2.50mm thick thermoplastic hot applying paint of approved make of road marking of approved shade and shape with automated machine adhering of exc 10cm wide complete all as specified and directed. Total in Figures 0.0 23 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 |
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