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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-03-2025 | Extend Date | Date | 22-03-2025 |
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2(Compacted) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. As per Morth Sl. 2.05 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC and 3.5% emulsion in uniform single layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. All complete as per clause 406 of MORT&H specification. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of emulsion) |
| 7 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of0.25kg per sqm on the prepared bituminous surface cleaned with mechanical broom. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of bitumen) |
| 8 | Providing and laying dense graded bituminous macadam (Grade-I) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-30) @ 4.0 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of bitumen) |
| 9 | Providing and laying dense graded bituminous macadam (Grade-II) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-30) @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of bitumen) |
| 10 | Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of bitumen) |
| 11 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-30) @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of bitumen) |
| 12 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (Grade-M35) over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 14 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 15 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(Local Earth)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Carted Earth 2 km & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 17 | Plain/Reinforced Cement Concrete in Open Foundation (in drain) complete as per Drawing and Technical Specifications. RCC Grade M20 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 18 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Sr.No.9.07 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 19 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated portion. Depth up to 3.0m & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (MoRTH Sl.No. 12.04) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 21 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Mort&h Sl.No. 12.05) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 22 | Supply, laying and fixing of 1000 mm dia NP3 class hume pipes in proper position in culvert. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 23 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications. As per Morth (13.02) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 24 | Plastering with cement mortar (1:3) on brick work in substructure as per Technical Specifications (Mort&h Sl.No. 13.03) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 25 | White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. as per SOR CH 16, (SI.No. 672) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 26 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification (As per Morth Sl.N. 15.03) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 27 | Plain/Reinforced Cement Concrete in Open Foundation (Box Culvert Span upto 6m) complete as per Drawing and Technical Specifications. (PCC Grade M15) As per Morth Clause 15.11& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 28 | PCC M15 Grade leveling course below approach slab (Box Culvert Span upto 6m) complete as per drawing and Technical specification As per Morth Clause 15.15& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 29 | Plain/Reinforced Cement Concrete in Open Foundation (Box Culvert Span upto 6m) complete as per Drawing and Technical Specifications.(PCC Grade M20) As per Morth Clause 15.11 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 30 | Plain/Reinforced Cement Concrete in Open Foundation (Box Culvert Span upto 6m) complete as per Drawing and Technical Specifications.(RCC Grade M25) As per Morth Clause 15.11(E) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 31 | Plain/Reinforced Cement Concrete for wall & slab etc. (Box Culvert Span upto 6m) complete as per Drawing and Technical Specifications. (RCC Grade M25). As per Morth Clause 15.12(B)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 32 | Reinforced cement concrete approach slab (Box Culvert Span upto 6m) including reinforcement and formwork complete as per drawing and Technical specification. As per Morth 15.16 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 33 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation (Box Culvert Span upto 6m) complete as per Drawing and Technical Specifications. As per Morth Clause 15.13 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 34 | Back filling behind abutment, wing wall and return wall (Box Culvert Span upto 6m) complete as per drawing and Technical Specification (As per Morth Sl.N. 15.23) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 35 | Providing and laying Cement concrete wearing coat M-30 grade (Box Culvert Span upto 6m) including reinforcement complete as per drawing and Technical Specifications. As per Morth Clause 15.18 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 36 | Providing weep holes(Box Culvert Span upto 6m) in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications (As per Morth Sl.N. 15.14) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 37 | Drainage Spouts (Box Culvert Span upto 6m) complete as per drawing and Technical specification (As per Morth Sl.N. 15.17) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 38 | Providing and laying Flooring (Box Culvert Span upto 6m) complete as per drawing and Technical specifications laid over cement Concrete bedding. (As per Morth Sl.N. 16.08(A)) (Including 100 mm thick PCC Bed) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 39 | Dewatering work of undergroung water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foundation including cost of Boring charges @ 5 mtr c/c distance (or as required ), hire chargeg of pumping set, fuel charges, labour and other T&P including cost of operation as per requierment at site & as directed by the Engineer-in-charge & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 40 | Earth work in excavation of foundation of structures (Box Culvert Span more than 6m & Bridge) as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Morth Clause 304B& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 41 | Plain/Reinforced Cement Concrete in Open Foundation (Box Culvert Span more than 6m) complete as per Drawing and Technical Specifications. (PCC Grade M15) As per Morth Clause 15.11& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 42 | PCC M15 Grade leveling course below approach slab (Box Culvert Span more than 6m) complete as per drawing and Technical specification As per Morth Clause 15.15& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 43 | Plain/Reinforced Cement Concrete in Open Foundation(Box Culvert Span more than 6m) complete as per Drawing and Technical Specifications.(PCC Grade M20) As per Morth Clause 15.11 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 44 | Plain/Reinforced Cement Concrete in Open Foundation(Box Culvert Span more than 6m) complete as per Drawing and Technical Specifications.(RCC Grade M25) As per Morth Clause 15.11(E) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 45 | Plain/Reinforced Cement Concrete for wall & slab etc.(Box Culvert Span more than 6m)complete as per Drawing and Technical Specifications. (RCC Grade M25). As per Morth Clause 15.12(B)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 46 | Reinforced cement concrete approach slab(Box Culvert Span more than 6m)including reinforcement and formwork complete as per drawing and Technical specification. As per Morth 15.16 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 47 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation(Box Culvert Span more than 6m)complete as per Drawing and Technical Specifications. As per Morth Clause 15.13 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 48 | Back filling behind abutment, wing wall and return wall(Box Culvert Span more than 6m) complete as per drawing and Technical Specification (As per Morth Sl.N. 15.23) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 49 | Providing and laying Cement concrete wearing coat M-30 grade(Box Culvert Span more than 6m)including reinforcement complete as per drawing and Technical Specifications. As per Morth Clause 15.18 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 50 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall(Box Culvert Span more than 6m)with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications (As per Morth Sl.N. 15.14) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 51 | Drainage Spouts(Box Culvert Span more than 6m) complete as per drawing and Technical specification (As per Morth Sl.N. 15.17) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 52 | Providing and laying Flooring(Box Culvert Span more than 6m) complete as per drawing and Technical specifications laid over cement Concrete bedding. (As per Morth Sl.N. 16.08(A)) (Including 100 mm thick PCC Bed) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 53 | Providing and Constructing Temporary Island 24 m diameter for Construction of Pile Foundation. (As pe Morth Sl. 12.09(A)) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 54 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1200 mm) As per Morth Sl. 12.25 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 55 | Dismantling of Reinforced Concrete Pile head complete as per Drawing and Technical Specification. (As per Mort&h Sl. 12.39) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 56 | Plain cement concrete in open foundation (bridge) complete as per drawing and Technical Specifications (PCC Grade M15) As per Morth Sl. 12.08A & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 57 | Plain/Reinforced cement concrete in sub-structure (pile cap, piers, abutment, pier caps of Bridge) complete as per drawing and Technical Specifications. (RCC Grade M35). As per Mort&h Sl. 13.05 H (p) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 58 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications. (As per morth Sl. 13.16) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 59 | Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification PSC Grade M-40 (For T-beam & slab)/Deck Slab. As per Morth 14.01E-ii (p) Height upto 5m & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 60 | Back filling behind abutment, wing wall and return wall (Bridge) complete as per drawing and Technical Specification, As per MORTH Specification 170.1.4 of IRC:78 & 2200, S.I. 15.23 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 61 | PCC M15 Grade leveling course below approach slab (Bridge) complete as per drawing and Technical specification. 2700, Sr 14.10A (PCC Grade M-15) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 62 | Reinforced cement concrete approach slab including reinforcement and formwork (Bridge) complete as per drawing and Technical specification. As per Morth Speciation No. 1500, 1600, 1700 & 2704 (RCC M-30) S.I. 14.11 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 63 | Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. As Mort&h Sl. 14.20 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 64 | Providing and laying Cement concrete wearing coat M-30 grade (Bridge) including reinforcement complete as per drawing and Technical Specifications. As per MORTH Specification 2702, Sr. 14.04, (RCC Grade M-30) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 65 | Provision of an Reinforced cement concrete crash barrier (Bridge) at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars , expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer, all as specified. As per MORTH Specification, S.I. 14.15 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 66 | Plain/Reinforced Cement Concrete in Open Foundation (Retaining wall) complete as per Drawing and Technical Specifications. RCC Grade M25.As per Mort&h (Sl. 12.08 (E). & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 67 | Plain/Reinforced cement concrete in sub-structure (Retaining wall) complete as per drawing and Technical Specifications. RCC Grade M25.As per Mort&h (Sl. 13.05-F (P). & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 68 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation (Bridge) complete asper Drawing and Technical Specifications. As per Morth Specification 12.42 S.I. 1600 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 69 | Supplying, fitting and placing HYSD bar reinforcement in substructure(Bridge) complete as per drawing and Technical Specifications. As per Morth Specification 1600& 2200& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 70 | Supplying, fitting andplacing HYSD barreinforcement in super structure(Bridge) complete as perdrawing and technicalspecifications As per Morth Specification 1600 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 71 | Drainage Spouts(Bridge) complete as per drawing and Technical specification. As per Morth Speciation No. 2705S.I. 14.09 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 72 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall(Bridge) with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 73 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504, As per Mort&h Sl. 16.05 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 74 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 2504 & Sl. 16.04 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 75 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. as per SOR (CH-5, Sl. 275a) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand). as per SOR (CH-6, Sl. 1) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 77 | 12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:3 (1 cement : 3 coarse sand). as per SOR (CH-13, Sl. 583) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 78 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level. as per SOR (CH-5, Sl. 279) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 79 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-27, Sl. 2) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 80 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-27, Sl. 2) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 81 | Type - A, \"W\": Metal Beam Crash Barrier Providing and erecting a \"w metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150×75×5 mm spaced 2 m centre to centre, 1.8 m high. 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810. (Ch-27, Sl. 27) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 82 | Road Delineator Delineator: Supply & Fixing of MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour T&P. transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge (CH. 27, Sl. 1) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 83 | Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH. 27, Sl. 18) (viii) 50×60 cm single chevron & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 84 | Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH. 27, Sl. 18) (x) 30×90 cm (Left/Right) Object Hazard & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 85 | Lettering and Painting with enamel paint (renewal coat) Including cost of material, labour and T&P etc Complete (CH-26, Sl.10) Hectometer Stones& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 86 | Lettering and Painting with enamel paint (renewal coat) Including cost of material, labour and T&P etc Complete (CH-26, Sl.10) Km. Stones (5th km.)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 87 | Lettering and Painting with enamel paint (renewal coat) Including cost of material, labour and T&P etc Complete (CH-26, Sl.10) Km. Stones (Ordinary)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 88 | providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-27 SI.No.11) (v) 60 cm × 45 cm rectangular with diffinitation plate (20cm×60cm).& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 89 | providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender (CH-27 SI.No.11) (vii) 90 cm height Octagon& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 90 | 6M Span overhead Cantilever Structure with 300dia MS one vertical post Supply, fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M. S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm M$ plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90×0.90×1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67: 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (Ch-27, Sl. 4) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 91 | 12 m-15 m Span Over Head Structure with 300 dia MS two vertical post Supply, fixing & erection of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90×0.90×1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply. transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge. (Ch-27, Sl. 7)& including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 92 | Retro-Reflective Sheeting type-XI with 4 mm thick ACM Single Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 retro reflective sheeting with back frame M$ angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No801.3.7 The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from International condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (CH-27, Sl. 12) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 93 | Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) (CH-27, Sl.No. 5) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 94 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. As per Morth 8.08 (803) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 95 | Part-B 05 Year Maintenance Charge @ 2.50%Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)1st Year @ Nill |
| 96 | 2nd Year @ 0.25% |
| 97 | 3rd Year @ 0.50% |
| 98 | 4th Year @ 0.75% |
| 99 | 5th Year @ 1.00% |
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