Tender For Addition / Alteration To Certain Roads Under Ge (Af) Amla
Tender Value
6.90 Crore
Estimated cost
Bid Submission
06 Aug 2026
20 days left
EMD
6.70 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Betul → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Addition / Alteration To Certain Roads Under Ge (Af) Amla
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brickwork built in CM of any description including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. |
| 2 | Demolition of concrete (RCC) of any description or in any position and not otherwise specifically provided for complete, all as specified and directed. |
| 3 | Taking down old chowkats with shutter ( without taking off shutters from the frames) n exc 1.50 sqm each complete, all as specified and as directed. |
| 4 | Dismantling boarding, any description, fixed in any position with nails, complete, all as specified and as directed. |
| 5 | Taking down steel tubing and connections, including removal to store of size 20mm dia complete, all as specified and as directed. |
| 6 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete, all as specified and as directed. |
| 7 | Dismantling of Asbestos cement (corrugated, semi corrugated, etc.) sheets in roof coverings, complete, all as specified and as directed. |
| 8 | Excavating over areas, n exc 1.50 m deep and getting out any type of soil including BM, concrete, WBM surfaces and grubbing up tree trunk of any dia if any etc , complete, all as specified and as directed. |
| 9 | Removing excavated material n exc. 50 m and depositing where directed at level not exc. 1.5 m above the starting point complete, all as specified and as directed. |
| 10 | Rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depression and hollow, watering levelling etc, complete using Power roller exceeding 8 tonne and not exceeding 12 tonne capacity complete, all as specified and as directed. |
| 11 | Material and labour for laying and compacting 300 mm thick (compacted thickness) Granular Sub Base Course (GSB) in two layers of 150mm thick each grading as per Grade V as specified Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a two layers over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 all as specified and directed, complete, all as specified and as directed. |
| 12 | Material and labour for laying and compacting 150 mm thick (compacted thickness ) laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete, all as specified and as directed. |
| 13 | Material and labour for providing and laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars o paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications fa Road and Bridge work 2013 complete all as specified and as directed. |
| 14 | Supply and laying 125 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 115 gm/Sqm laid over surface as specified in the design with overlap between adjacent strips and a transverse joints as minimum 300mm complete all as specified and directed. |
| 15 | Material and labour for Pavement quality concrete (PQC) (225mm thick) in road/pavement/ hard-standing concrete 25 cm or less of minimum 28 days flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone gravel, fine aggregates of clean natural sand crushed stone sand or with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C at the rate as specified by the manufacturer. PQC laid, spread and compacted with including fixed form work and paver of minimum 4.00 m width including formwork, including curing and timing by Texturing Curing Machine. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC' 15-2017 complete all as specified and directed. |
| 16 | Material and labour for forming Construction joint 30mm deep x 10mm wide filled with sealing compound sealing compound grade 'A' C by early entry saw cut using diamond bi cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application o compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement specified by the manufacturer complete all as specified and directed. |
| 17 | Material and labour for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ in concrete slab for full depth of PQC (225mm) including provided with 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowels Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. straight and smooth edges. Joints cleaned thoroughly with application of compressed air. Joints shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete all as specified and directed. |
| 18 | Material and labour for forming dummy/contraction joints 65mm deep x 10mm wide, filled with sealing compound grade 'A' with by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris as per the method specified by the manufacturer complete all as specified and directed. |
| 19 | Material and labour for applying evenly a prime coat of cold catonic Bitumen emulsion SS1 conforming to IS: 8887 at a rate of application 0.70-1Kg/ Sqm on surfaces of WMM/WBM as specified in Table 500-3 of MoRTH, using mechanical sprayer after cleaning of existing surfaces complete all as specified and as directed |
| 20 | Material and labour for providing and consolidating 75 mm thick premix Dense Bituminous Macadam (DBM Grading -II) using min 4.5% VG 40 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500 - 10 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and as directed |
| 21 | Material and labour for applying evenly a tack coat of cold catonic Bitumen emulsion (RS-1) rapid setting emulsion (oil based cold catonic primer only) @ 0.2-0.3Kg/ Sqm on bituminous surfaces confirming to IS-8887-2004 and specification as per MORTH, using mechanical sprayer after cleaning of existing surfaces complete all as specified and as directed |
| 22 | Material and labour for semi dense asphaltic concrete 40 mm (consolidated thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 40 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed |
| 23 | Material and labour for scarifying or picking existing gravelled, macadam or bituminous macadam surfaces area exc 400 sqm and depth exc 50mm but n.exc 100mm deep and removal of debris from site, spread and levelling complete all as specified and as directed |
| 24 | Material and labour for preparing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc complete all as specified and as directed |
| 25 | Material and labour for repairs to unlevelled surfaces, depression , road side cuts etc by filling premixed bituminous macadam using VG-40 paving bitumen @4% by weight of total mix laid, rolled and compacted to required camber with 8 to 12 Ton power roller (consolidated thickness of 75mm or less) and laid by mechanical paver finisher complete all as specified and as directed Note :- Preparation of surfaces and tack coat will be measured and paid separately. |
| 26 | Supply and fix in repairs glow sign boards made of retro reflective type high intensity prismatic grade sheet in single / twin colour fixed over aluminium sheet 1.5 mm thick in shape of irregular pentagon ( area exceeding 0.5 sqm but not exceeding 1 sqm), framed with 25 mm dia round pipe chromium plated stainless steel hollow section and fixed to stainless steel tubes of 40 mm medium grade (304) square / round pipe 2.4 mtr long including two nos stainless steel nuts and bolts on each side and embedded in below ground level including excavation , PCC M15 with using 20mm graded stone aggregate in foundation of size 300mm x300mm x 450mm and making good surface complete all as specified and as directed |
| 27 | All as per item ser no. 26.00 here-in before but area size exceeding 1 sqm but not exceeding 1.5 sqm complete, all as specified and as directed. |
| 28 | Supply and fix ABS body cat eye 100x 100 x 16 mm size dynamically designed very high impact strength and fixed with 02 Nos of Reflective reflector complete all as specified and as directed .Make: 3M/ Avery/Dark Eye or in equivalent make as approved by GE. |
| 29 | Material and labour for providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, 20% glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. |
| 30 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type soil including BM, WBM and concrete surfaces etc, complete, all as specified and as directed. |
| 31 | Material and labour for PCC 1:4:8 type D-2, (using 40mm graded stone aggregates) as in foundation filling and mass concrete complete, all as specified and as directed. |
| 32 | Material and labour for formwork (Fair Finish) to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter complete, all as specified and as directed. |
| 33 | Supply and fix Mild steel TMT bars 10 mm dia and over cut to length and bent to shape as required, including cranking , bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed ) not less than 0.90 mm dia complete, all as specified and as directed. |
| 34 | Material and labour for Mild steel bars 6 to 8 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 directed. |
| 35 | Material and labour for RCC M-25 design mix as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses including all necessary work complete, all as specified and as directed. |
| 36 | Material and labour for precast RCC (1:2:4), type B1 (using 20 mm graded stone aggregate) as in cover slab for manhole and similar article with plain face, set in cement mortar 1:4 complete, all as specified and as directed. |
| 37 | Returning filling in including spreading levelling , watering and well ramming in layers n.exc. 25 cm complete on as specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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