Tender For Provn Of Road From Bldg maintenance of Ra-03 To Ra Line Of Hq Ub Area Under Ge (West) Bareilly
Tender Value
26.21 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
3 days left
EMD
52420
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Road From Bldg maintenance of Ra-03 To Ra Line Of Hq Ub Area Under Ge (West) 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: PROVN OF ROAD FROM BLDG MO RA-03 TO RA LINE OF HQ UB AREA UNDER GE (WEST) BAREILLY Contract No : CWE / BLY / GE(W) / 77 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 | Surface dressing soft and loose soil averaging 15cm deep and getting out complete all as specified and directed. |
| 3 | Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil complete all as specified and directed. |
| 4 | M&L for formation rolling and consolidating formation cutting with power roller 8 to 12 ton complete all as specified and directed. |
| 5 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone in terstices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. |
| 6 | M&L for 150 mm thick soling or sub base with broken boulder or quarried stone (80 to 40 mm size) inter stices filled, surface formed and rolled & consolidated to required gradient & camber complete all as specified and directed. |
| 7 | M&L for preparing unsurfaced water bound macadam 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 M& L for applying evenly a priming/tack coat with bituminous primer @ 10 kg per 10 sqm using paving bitumen VG 10 grading complete all as specified and directed. |
| 8 | 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) with the following Constraints:- Aggregate passing 26.5 mm IS Sieve -100 % Aggregate passing13.20 mm IS Sieve -60% to 80% Aggregate passing 4.75 mm IS Sieve -20% to 30% Aggregate passing 2.36 mm IS Sieve -5% to 10% |
| 9 | 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) with the following Constraints:- Aggregate passing 13.2 mm IS Sieve -100 % . Aggregate passing 5.60 mm IS Sieve -40% to 50% , Aggregate passing 2.8 mm IS Sieve -30%to 35% Note:- Design mix for Srl item No. 7 & 8 shall be 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. |
| 10 | 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 M&L for applying evenly a priming/ tack coat with bituminous primer at 5 kg per 10 sq metre (Paving bitumen grade VG-10) complete all as specified and directed. |
| 11 | Material and labour for painting lines, arrows, letters etc on roads, pavements and the like exc. 10 cm wide by applying 2 mm thick thermoplastic road marking paint of specified shade/colour either continious or broken lines to the required width and length over the existing painted furfaces/ new bituminous surfaces with solvent based thermoplastic road marking paint using semi automatic thermoplastic paint applicator machine driven by exparienced operator on road inlcuding all materials, labour, T&P and cleaning dirt, seals, oil, greases and foreign materials etc of road surface complete all as specified as directed.(Note thermoplastic road marking paint shall be applied as per manufactures instruction alongwith MORTH technology and speciality) |
| 12 | Supply and fixing cat eye solar reflective type of metal body (selected colour approved by GE) alloy of size 125mm x 110mm x 80mm with PAMA striplens reflector of model No. DA 971 P fixed with and incl MS stud of suitable size as per manufactures instructions all as specified and directed, |
| 13 | 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 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 DA -953 height 1400mm, including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 14 | Demolition of Brickwork or stone/boulder masonry, built in CM or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework & precast concrete articles complete all as specified and as directed. |
| 15 | M&L for brick work with subclass `B' old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed . |
| 16 | M&L for rendering 15 mm thick on brick work or stone masonry surfaces other than fair face of brickwork in CM 1:4, finished fair & even & smooth without using extra cement complete all as specified and directed |
| 17 | M&L for rendering 10 mm thick on fair face of brick masonry in cement mortar 1:4 on fair faces of brick work or cement concrete surfaces complete all as specified and directed. |
| 18 | M&L for two coat of cement base paint on new plastered surface including preparation of surface complete all as specified and as directed |
| 19 | M&L for reinforced cement concrete nominal mixed (1:2:4) using 12.5mm grade stone aggregate as in slabs supported on walls, beams and column in floors, roofs, landings,balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed . |
| 20 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed . |
| 21 | M&L for mild steel bars TMT bar 10 mm 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 as directed . |
| 22 | Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in Soft/loose soil complete all as specified and directed. |
| 23 | M&L for hardcore of broken stone/ boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and as directed . |
| 24 | M&L for PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. |
| 25 | M&L for Machine pressed precast conctete interlocking paver block with gray cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade over and including 25mm thick sand cushioning including watering and consolidation complete all specified and directed. |
| 26 | M&L for Plain Cement Concrete 1:2:4 type B-1 using 20 mm graded aggregate edging etc complete all as specified and directed. |
| 27 | S&F reinforced concrete pipes 150mm dia, class NP2, laid and jointed complete with collars including cutting of road and making good as per road specification complete all as specified and directed. |
| 28 | S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors as spout pipe in wall complete all as specified and as directed |
| 29 | Removing excavated 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. 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 |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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