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| 1 | Soil Investigation:-(a) M & L for mobilization, inception meeting, and complete reporting, including detailing of investigation methodology and coordination for technical vetting with any of the IITs / NITs.(b) Topographical survey using DGPS & Total Station covering approximately 100 m stretch per slope profile (crest, slope face, toe).(c) Processing of topographical data, DEM generation, contour maps, longitudinal & crosssections for slope analysis.(d) Electrical Resistivity Tomography (ERT) for subsurface profiling, weak zone and saturation identification along slope sections 100 m stretch per slope profile.(e) Multichannel Analysis of Surface Waves (MASW) for shear wave velocity and stiffness characterization 100 m stretch per slope profile.(f) Drilling of boreholes up to 15.0 m depth, including SPTs and sampling (2 boreholes total: 2 per site at crest & toe + 2 additional boreholes at critical/large sites either at crest or middle of slope).(g) Laboratory testing of soil samples (index, strength, compressibility & chemical tests) as per relevant IS codes.(h) Slope stability analysis for 4–5 representative sections per profile under natural and fully saturated conditions using 2D limit equilibrium methods, along with seepage analysis.(j) Technical vetting of report from any of the IITs / NITs |
| 2 | Demolition of brickwork or stone/boulder masonary, built in cement mortar including quoins arches, pillers etc, but excluding ashlar facings, dressed stone work and precast concrete article built in cement mortar or cement lime mortar complete all as specified and directed. |
| 3 | Earth work in excavation in hard/dense soil over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 4 | Rough excavation not exceeding 1.5 m deep and getting out, in any type of soil in cesspit etc and getting out complete all as specified and directed. |
| 5 | Rough excavation exceeding 1.5 m but not exceeding 3.0 m deep and getting out,in any type of soil in cesspit etc and getting out complete all as specified and directed. |
| 6 | Rough excavation exceeding 3.0 m but not exceeding 4.50 m deep and getting out, in any type of soil in cesspit etc and getting out complete all as specified and directed. |
| 7 | Rough excavation exceeding 4.5 m but not exceeding 6.0 m deep and getting out, in any type of soil in cesspit etc and getting out complete all as specified and directed. |
| 8 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches complete all as specified and directed. |
| 9 | Removing excavated soil to a distance exc.250 m but n exc. 500 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. |
| 10 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete incl use & waste of necessary forwork, complete all as specified and directed. |
| 11 | Form work to sides of concrete fdns, footings, bases of columns, raft and raft beams, sides and soffits of fdn and plinth beams and similar works vertical or to batter complete all as specified and directed. |
| 12 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. |
| 13 | Reinforced Cement Concrete Type M-25 using 20 mm graded stone aggregate in foundations including rafts, footings and mass concrete complete all as specified and directed. |
| 14 | RCC Design mix M-25 using 20mm aggregates in walls, retaining walls,basement walls,ballast walls and like any thickness; above top of footings; incl attached pilasters and buttresses complete all as specified and directed. |
| 15 | Mild steel TMT bars 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. |
| 16 | M&L Boulder filling dry, handpacked tightly, as in wire crate apron bunds, complete all as specified and directed. |
| 17 | Providing and fixing RCC slotted pipe 200 mm dia complete all as specified and directed. |
| 18 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete all as specified and directed. |
| 19 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, complete all as specified and directed. |
| 20 | M & L Hand packing (any thickness) broken stone/ boulder at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. |
| 21 | Demolition of cement concrete(un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 22 | Hardcore broken stone of gauge not exceeding 63mm deposited, spread & leveled in layers not exc 15cm thick watered, rolled and rammed to a true surface complete all as specified and directed. |
| 23 | M&L for Plain cement concrete (1:3:6), type C-2 using 40 mm graded stone aggregate as in Plinth protection,75mm thick finished even and smooth without using extra cement complete including necessary form work complete all as specified and directed. |
| 24 | M&L Demolition of Stone slabs and tiles laid dry,of any description or thickness in floors, aprons etc.complete all as specified and directed. |
| 25 | M & L Moorum/red bajri/Earth filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 26 | M&L150mm (spread thickness) with broken boulders of quarried stone interstices, surface and rolled and consolidated to required gradient and camber required complete all as specified and directed. |
| 27 | M & L for 150 mm thick Cement concrete type D2,1:4:8 (40mm graded stone aggregate) as in sub base,path,floor, hardstanding complete all as specified and directed. |
| 28 | M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed. |
| 29 | Material & labour for providing cement concrete Type B1 1:2:4 (20mm graded crushed stone aggregate) kerbs or mud stops, rounded or chamfered on edges, as in bending of manhole and coping etc complete including necessary form work complete all as specified and directed. |
| 30 | Water bound macadam (except laterite, kankar and broken brick aggregates) exc 100mm compacted thickness incl roller exc. 8.0 tonne and n.exc 12.0 sqm, complete all as specified and directed. |
| 31 | M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and exceeding 50mm and not exc 100 mm deep complete all as specified and directed. |
| 32 | M & L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/ sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface, complete all as specified and directed. |
| 33 | M & L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS:8887 at a rate of application of 0.7-1.0 kg/sqm on surface of stabilized soil bases/ crusher run macadam as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. |
| 34 | M &L for Premix bituminous, macadam using 3.4% (BM) (Consolidated thickness not exceeding 50 mm) compacted thickness conforming to clause 504 of MoRT&H specification for Road and Bridge works (Fifth Revision) using mechanically crushed stone aggeagates and granual material etc of grading II as per Table 500-7 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) premixed with bitumenous binder Bitumen grade VG-30 @3.5% (percentage by weight of total mix) prepared in Batch type Hot Mix Plant transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and allignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density complete all as specified and directed. |
| 35 | Notes : (i) The contractor shall quote the rate against item considering 3.5% VG-30 bitumen content. Mix Design for Bituminous macadam shall be got designed from NIT/CTL/Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 3.4% by weight of total mix as per clause 504.2.4 of MoRT&H specifications (Fifth Revision).(ii) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs. 45.00 Per KG and if qty of binder contents is more than the qty as specified is respective items of BOQ, no adjustment shall be made. |
| 36 | Providing and laying) 30 mm thick (consolidated thickness) Bituminous concrete (BC) layer conforming to clause 507 of MORT&H specifications for Road and Bridge work (Fifth Revision) including cost of coarse aggregates, fine aggregates, filler, with 5.5% binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temperature throughly mixing with binder of specified bitumen content, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, carrying the hot mixed materials by means of tipper, trucks or any other approved and and suitable arrangements, laying and hot premixed materials over the prepared surface by means of paver finisher including manual operation as and when required for proper grade, level and camber through rolling with power roller 8 to 10 tonnes smooth wheeled, vibratory and tandem roller with necessary hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in-charge, required quality control tests at required interval etc complete in all respects complete all as specified and directed. |
| 37 | Notes : (i) The contractor shall quote the rate against item considering 5.5 % VG-30 bitumen content. Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision).(ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor.(iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. SCHEDULE OF CREDIT Notes:-(a) The items and quantities given under in the respective columns are provisional; however, the rates inserted for credit are firm. The recovery for the credit shall be made for the actual quantities ordered and retrieved from the demolition/dismantling /taking down under respective items of BOQ. Contractor shall be permitted to remove the materials indicated in this credit schedule only after affecting the recovery for the same from the RAR/Final bill as applicable and after written permission is obtained by the contractor from the Engineer-in-Charge. (b) Tenderers are advised to visit the site to ascertain the worth value, prevailing conditions of the existing materials for which credit is to be afforded. No claim whatsoever on account of above shall however be entertained at any stage whether the contractor (s) inspected the site or not. (c) The old materials obtained will not be allowed to be re-used in the work unless it is specifically mentioned in the description of relevant items of BOQ. All other serviceable/ salvage value materials obtained from the site other than those considered in this schedule shall be Govt. property and contrator’s quoted rates shall be deemed inclusive of removing such material to MES store yard of the Engineer-in-Charge, who will take such material on charge. In case of the dispute related to the interpretation of the provision with regard to the credit schedule, the decision of the Accepting Officer shall be final & binding. Sl No DESCRIPTION OF ITEM A/U QTY RATE AMOUNT REMARK |
| 38 | Notes : (i) The contractor shall quote the rate against item considering 5.5 % VG-30 bitumen content. Job Mix formula as per clause No. 505.3.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg College and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4 % by weight of total mix as per clause 507.2.5 of MoRT&H specifications (Fifth Revision).(ii) The cost of materials, transportation, Job mix formula form lab and testing charges for various tests as required are included in the unit rate quoted by the contractor.(iii) Cost of Filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate. SCHEDULE OF CREDIT Notes:-(a) The items and quantities given under in the respective columns are provisional; however, the rates inserted for credit are firm. The recovery for the credit shall be made for the actual quantities ordered and retrieved from the demolition/dismantling /taking down under respective items of BOQ. Contractor shall be permitted to remove the materials indicated in this credit schedule only after affecting the recovery for the same from the RAR/Final bill as applicable and after written permission is obtained by the contractor from the Engineer-in-Charge. (b) Tenderers are advised to visit the site to ascertain the worth value, prevailing conditions of the existing materials for which credit is to be afforded. No claim whatsoever on account of above shall however be entertained at any stage whether the contractor (s) inspected the site or not. (c) The old materials obtained will not be allowed to be re-used in the work unless it is specifically mentioned in the description of relevant items of BOQ. All other serviceable/ salvage value materials obtained from the site other than those considered in this schedule shall be Govt. property and contrator’s quoted rates shall be deemed inclusive of removing such material to MES store yard of the Engineer-in-Charge, who will take such material on charge. In case of the dispute related to the interpretation of the provision with regard to the credit schedule, the decision of the Accepting Officer shall be final & binding. Sl No DESCRIPTION OF ITEM A/U QTY RATE AMOUNT REMARK |
| 39 | Old unserviceable Solar delineator |
| 40 | Old unserviceable Solar Cat Eye |
| 41 | Old unserviceable Cat Eye solar Reflective Type |
| 42 | Old aggregate TOTAL 8200.0 Please Enable Macros to View BoQ information |
