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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Superintending Archaeologist, Archaeological Survey of India, Jaipur Circle, 70/133-140, Patel Marg, Mansarover, Jaipur-302020 Name of Work – Providing and widening the approach pathways from the Main Road to Parking, from the Toilet Block to Ajmeri Gate, and from Keshav Rai Temple to Someshwar Temple at Bhangarh Fort, Dist. Alwar Contract No: F. No.3/118/JPR/2025-26-W Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of items an specification work to be executed Item Code / Make Quantity Unit Estimated RateinRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE Per Unit of Each Item including All Taxes Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT including All Taxes Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT including All Taxes |
| 2 | Description of items and specification of work to be excuted. |
| 3 | Excavation in Soil with Dozer with lead upto 100 m Excavation in soil by mechanical means includingcutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections etc complete as per directions given by engineer-in-charge. |
| 4 | Compacting original ground supporting embankment of parking by Loosening, Levelling and Compacting original ground supporting embankment, to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 etc complete as per directions given byengineer-in-charge. |
| 5 | Providing granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base in parking by providing well graded material, spreading in uniform layers withTractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, andCompacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading II Material etc complete as per directions given by engineer-in-charge |
| 6 | Providing, laying, spreading and compacting graded stone aggregate in parking to wetmix macadam specification including pre mixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,barricading and maintenance of diversion, etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with alllead and lift etc complete as directed by engineer-in charge |
| 7 | Providing and laying Cement Concrete Pavement of M30 grade (PQC) for parking including batching, mixing, laying, vibrating with needle and screedvibrators, finishing, curing, and all leads and lifts complete as per MoRTH specifications, including cutting of contraction and expansion joints, providing and fixing approved joint filler board, sealing of joints with approvedhot-poured bituminous sealant, including preparation of joint faces, cleaning, placing, finishing and all incidental works complete in all respects as directed by the Engineer-in-charge. The rate shall include cost of all materials, labour, T&P, joint materials, curing, finishing and all incidental charges required for complete execution of the work. Note: The contractor shall ensure that the Reinforced Cement Concrete (RCC) used in the construction of the road conforms strictly to the specifiedM30 grade design mix as per relevant IS codes. It shall be mandatory for the contractor to obtain and submit test certificates confirming the compressive strength and grade of concrete from a Government-approved / NABLaccredited testing laboratory. The testing shall be carried out on standard cube samples drawn from the site duringexecution of the work. The test results must clearly establish that the concrete achieves the requiredcharacteristic compressive strength of M30 grade. The frequency of sampling and testing shall be in accordance with relevant IS provisions. No payment shall bereleased for the RCC work unless the satisfactory test reports from the approved laboratory are submitted and verified by the Engineer-in-Charge. In case of failure to meet the specified grade, necessary corrective measures, including dismantling and reconstruction, shall be carried out by the contractor at his own cost.\\" |
| 8 | Providing and Fixing in parking of Dowel Bars of Mild Steel 32mm dia, 450mm length at transverse joints @ 300mm c/c confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve, supports, complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 as directed byengineer-in-charge. |
| 10 | Random rubble stone masonry work in 1:3 cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 etc complete as per directions given by engineerin-charge. |
| 11 | roviding and laying Precast reinforced cement concrete Box culvert section Size 1.25 M x 1.25 M of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc.complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size the work includes required safetymeasures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. |
| 12 | Random rubble stone masonry in 1:3 cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 etccomplete as per directions given by engineer-in-charge. |
| 13 | Providing and laying reinforeced cement concrete wearing course M30 grade with expansion joints completely finished with dowels on top of boxculvert & railing for providing path for vehicular movement including reinforcement & formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2 etc complete as per directions given by engineer-in-charge. Note: The contractor shall ensure that the Reinforced Cement Concrete (RCC) used in theconstruction of the road conforms strictly to the specified M30 grade design mix as per relevant IS codes. It shall be mandatory for the contractor to obtain and submit testcertificates confirming the compressive strength and grade of concrete from a Government-approved / NABLaccredited testing laboratory. The testing shall be carried out on standard cube samples drawn from the site duringexecution of the work. The test results must clearlyestablish that the concrete achieves the required characteristic compressive strength of M30 grade. The frequency of sampling and testing shall be in accordance with relevant IS provisions. No payment shall be released for the RCC work unless the satisfactory test reports from the approved laboratory are submitted and verified by the Engineer-in-Charge. In case of failure to meet the specified grade, necessary corrective measures, including dismantling and reconstruction, shall be carried out by the contractor at his own cost |
| 14 | Providing & fixing portable toilet cabin (8’x5’) with partition having 1 European & 1 Indian W.C. in each including 1 washbasin, 1 health faucet, 3 taps, 2 exhaustfan, 2 Led light, 2 door including electric and sanitary fixtures all complete with bottom frame 100x50mm MSSquare pipe, Top frame 50x50mm MS Square pipe, Specially corrugated- 1mm thick, Internal wall panelling 8mm thick pre laminated MDF sheet with all corners neatly finished with aluminum sections & L legs, 8mmthick pre laminated MDF sheet in false ceiling, 16mm HD cement board flooring, Double shutter sliding aluminum window 2mm thick with 4mm thick glass, external opening type made of same material with external wallmade of MS sheet of 1.2mm thick & inner wall decorated with 4mm thick pre laminated water proof sheet, Glass wool density insulation of 64kg/m3, rock wool insulation of 25mm thick on all 3 walls and 50mm on top ceiling,Vinyl carpet as per size, 4 No.s of lifting hooks, 6 inches bottom support legs, all wiring will be concealed with PVC insulated copper wires etc complete ready to use as directed by engineer-in-charge at Bhangarh Fort, Dist. Alwar. Note: To be later transported to different sites asdirected by the Superintending Archaeologist, JaipurCircle |
| 15 | Structural cement concrete for reinforced concrete for substructure of box culvert, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mixconcrete-[MoRTH Specification : Clause 1500 & 1700] R.C.C including formwork R.C.C. grade M30 upto 5 metre height etc complete as per directions given byengineer-in-charge. |
| 16 | Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.The structural steel to be used should be Primary Steel manufactured and approved by Engineer in in charge Mild Steel reinforcement Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
