Military Engineer Services-MES has published Tender For A S And A S To Link Road Between Inas 312 Admin Building And Peb Hanger And Provn Of Tar Road Infront Of Gas Godown For Connecting Main Road At Arakkonam Under Ge(M) Arakkonam. Submission Date for this Tender is 11-02-2023. Road Work Tenders in arakkonam Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Jan-2023 | Amendment | Other | 04-02-2023 |
| 2 | 04-Feb-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 11-02-2023 |
| Sl. No. | Item Description |
| 1 | SCHEDULE "A" PART-I [ ROAD WORKS] |
| 2 | Excavating over areas n.exc 1.5m deep and getting out in Soft/Loose soil complete all as specified and as directed |
| 3 | Surface excavation not exceeding 30 cm deep, & an average depth of excavation is 15CM and getting out in soft/loose soil, complete all as specified and directed. |
| 4 | Removing excavated material to a distance exceeding 250 Mtrs and not exceeding 500 Mtrsand depositing where directed at level not exceeding 1.50 metre above the starting point complete all as specified and as directed. |
| 5 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled,rammed including watering and rolled to true surface to achive compaction of 98% modified proctor density complete all as specified and as directed. |
| 6 | M&L for rolled and consolidating formation surface in cutting with power roller 8 to 12 tonne capacity complete all as specified and directed. |
| 7 | Material and labour for Granular Sub base (GSB) ,with Kankar or laterite, spread,rolled and consolidated to required gradient and camberrequire surface for a consolidatedthickness of 150 mm, complete all as specified in MORTH specification and as directedby Engr-in-Charge. |
| 8 | M & L250 mm thick in three layers (two layer of each 75mm thick Compacted thickness & one layer of each 100mm thick Compacted thickness) by laying WMM,spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified in MORTH specification and as directedby Engr-in-Charge. |
| 9 | Preparingsurfaces of WBM/WMM by brushing with wire brushes or mechanical broom or high pressure air jet for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat withbituminous primer @ 5Kg / 10 Sqm using paving bitumen grade VG10complete all as specified in MORTH specification and as directedby Engr-in-Charge. |
| 10 | Preparingsurfaces of WBM/WMM by brushing with wire brushes or mechanical broom or high pressure air jet for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat withbituminous primer @ 10Kg / 10 Sqm using paving bitumen grade VG10complete all as specified in MORTH specification and as directedby Engr-in-Charge. |
| 11 | M&L for dense graded bituminous macadam (Morth table 500-10) using hot mix plant (as specified) 50mm consolidated thickness with 4.5%(minimum) binder content specified by job formula by weight of total mix and filler with paving bitumen of viscocity grade 30 (VG-30) laid, laying by a hydrostatic paver finisher to the required grade, rolled and compacted to required camber and gradientusing power roller 8 to 12 tonne capacity complete all as specified in MORTH specification and directed by as directedby Engr-in-Charge. Note : The contractor"s quoted rates shall also be deemed to include the following element: (i) In case of variation in the binder content as per approved design mix in comparison with the binder content as specified above, the variation in qty of binder content on lesser side shall be adjusted through supply only rate of Bitumen VG-30. |
| 12 | Material and labour for Bituminous premix semi dense asphaltic concrete (SDAC), 30mm consolidated thickness with 5.5 % binder content of paving bitumen by weight of total mix using VG-30 grade bitumen, rolled and compacted to required camber and gradient complete using mechanical paver and rolled using power roller 8 to 12 tonne capacity complete all as specified in MORTH specification and as directedby Engr-in-Charge. Note : The contractor"s quoted rates shall also be deemed to include the following element: (i) In case of variation in the binder content as per approved design mix in comparison with the binder content as specified above, the variation in qty of binder content on lesser side shall be adjusted through supply only rate of Bitumen VG-30. |
| 13 | S&F raised pavement marker (Cat Eye) of size 100x100x20mm having ultraviolet resistant color (white/red/yellow) micro cubecomer spark glow reflector white/red/yellow to a side provided with steel zinc plated nail of dia 12mm and length 120mm for fixing to road by hammering installed with special hot melt bitumen adhesive ATSM D-4280 complete all as specified and directed. |
| 14 | Material and labour for applying 2.5 mm thick retro reflective painting of specified shade/ colour etc., either continuous or broken lines, to the required width and length over the existing painted surface/ newbituminous surface with solvent based road marking paint (Retro reflective paint) Brand :Road King or equivalent brand approved by MORTH, IRTC and AAI including supply of paint material at the rate of 5 Kg per Sqm and glass beads at the of 0.30 Kg per Sqm (Reflective Index 1.5) using semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass bead dispenser, propane tank heater and profile shoe heater driven by experienced operator on road including all materials, labour, T&P and cleaning the road surface of dirt, seals, oil, grease and foreign materials etc., complete all as specified and as directed. (Note:Retro reflective paint shall be applied as per manufacturers instructions along with MORTH technology and specialty.) |
| 15 | Supply and fix acrylic dual direction delineator having 100mm dia cube corner high intensity reflector (signal red/yellow/white) held in strong ABS plastic body mounted over CRC steel tube 47mm dia of 16 gauge sheet support of total height 600mm having flared/welded foot for firm grip to base (height of delineators 50CM above the GL) and fixing in PCC 1:2:4 of size (as directed) including excavation, returning filling and removal of surplus soil complete all as specified and as directed. |
| 16 | Demolition of bricks work or stone/boulder masonry, built in cement or lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed |
| 17 | Demolition of cement concrete any description and in any position not otherwise specifically provided for reinforced cement concrete complete all as specified and directed |
| 18 | Demolition of cement concrete any description and in any position not otherwise specifically provided for unreinforced cement concrete complete all as specified and directed |
| 19 | Material and Labour for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in surface channels and drain complete all as directed |
| 20 | Supply and fix TMT bars 10m 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 |
| 21 | M & L for Form work to edges of concrte foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by engineer-in-charge |
| 22 | M & L for Form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to battercomplete all as specified and as directed by engineer-in-charge |
| 23 | M & L for Form work tok 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 by engineer-in-charge |
| 24 | Material and labour for providing reinforced cement concrete design mix M-30 in Foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc. basement slabs,under-reamed piles and mass concrete complete all as specified and directed. |
| 25 | Material and labour for providing reinforced cement concrete design mix M-30 in Walls, retaining walls, basement walls, ballast walls and the like;any thickness; above top of footings; including attached pilastersandbuttressescomplete all as specified and directed. |
| 26 | Material and labour for providing reinforced cement concrete design mix M-30 inSlabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 27 | Material and Labour for brickwork with old size using sub class B brick, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed |
| 28 | Material and Labour for rendering 5mm thick in CM 1:4 on fair faces of brick work or concrete surfaces of parapet wall of culvertand finished even and smooth (without using extra cement) complete all as specified and as directed |
| 29 | Material and Labour for PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in lintels upto1.5m 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, water troughs and the like including weathering, slightly rounded for chamfered angles and throating as directed |
| 30 | Material and Labour for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces of parapet wall of culvertand finished even and smooth (without using extra cement) complete all as specified and as directed |
| 31 | Removing excavated material to a distance exceeding not exceeding 50 Mtrsand depositing where directed at level not exceeding 1.50 metre above the starting point complete all as specified and as directed. |
| 32 | Demolition of cement concrete any description stand alone solar street light pole foundation, coping complete all as specified and directed |
| 33 | Supply and fix LED solar street light fitting 36 watts including galvanized steel pole not less than 5M inbuilt lithium ion battery solar panel charge controller with dusk down sensor complete all as directed. Make:- Philips/Havells/Crompton/Bajaj/Surya/Polycab. (Note:- RCC work, excavation & earth work shall be measured & paidseparately) |
| 34 | Dismantling steel solar poles/ struts fixed with nuts & bolts of any size and dismantling cross arms of MS channel or angle section and light fixed with pole etc. complete servicing overhauling caliberation conditioning repairing cleaning to old unserviceable PV cell system charge controller system and supply and fixing sealed maintenance free lead acid battery 12 V 100AH in and including terminals/lugs wiring as per site requirement and as per site requirement and setting aside for reuse with in 50m complete all as directed. (Note:- PCC work, excavation & earth work shall be measured & paidseparately) |
| 35 | M&L for Provinding cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) for bed concreteand over provinding cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) for coping including TMT steel main bar of dia 12mm & distribution bar of 8mm complete all as directed. |
| 36 | Material and Labour for precast PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in kerb stone window or door cill, lintels upto1.5m 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, water troughs and the like including weathering, slightly rounded for chamfered angles and throating and set in CM 1:4 complete all as directed |
| 37 | Schedule of credit amount brought back from Ser Page No.26- Rs. 7,875.00 will be deducted from the above quoted amount to derive the contract sum. SIGNATURE OF CONTRACTOR |
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