Tender For Construction Of Drainage Scheme From Naval Kund & Apsara Kund Punchari To Goverdhan Drain And Renovation & Beautification Of Radha Prem & Rasik Ananya Sarovar Jateri Dham Deeg
Tender Value
6.71 Crore
Estimated cost
Bid Submission
20 Aug 2026
20 days left
EMD
13.43 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Drainage Scheme From Naval Kund & Apsara Kund Punchari To Goverdhan Drain And Renovation & Beautification Of Radha Prem & Rasik Ananya Sarovar Jateri Dham Deeg
BOQ
| Sl. No. | Item Description |
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (a) Ordinary. |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect :Hard soil mixed with Kankar / boulders, Morrum |
| 3 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm. |
| 4 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.in cement sand mortar 1: 5 |
| 5 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.in cement sand mortar 1: 5Add extra masonary work in superstructure |
| 6 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm |
| 7 | Side shuttering including propping etc. complete (to achieve finish F2 for : Retaining wall, counter fort, abutment, wing walls up stream or down stream slope facings of dams and open faces of construction joints etc. |
| 8 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm. |
| 9 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm |
| 10 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985) |
| 11 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm |
| 12 | Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km) |
| 13 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 14 | Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor) |
| 15 | Quarry rubish not more than10 cm in size including all lead & lift |
| 16 | Spreading & consolidation of quarry rubbish/spall torequired gradecamber in layers not exceeding 15 cm thickness(loose)by road roller as per specification including etc complete |
| 17 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all leads & lifts.23cm thickness (+ 5% thickness tolerance) |
| 18 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30Mtr x0.30Mtr x0.15 Mtr Edge Blocks. (b)Category 'B' :Dentated only two side like I,Z,Tshapeasper IRC:SP:63-2004 |
| 19 | 25mm thick fine dressed and machine grinded surface stone flooring over 20mm (Av) thick base in cement in CM 1:6 with joints finished flush with: Red sand stone |
| 20 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 21 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.Diameter 900 mm NP-3 |
| 22 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil |
| 23 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50m and lift of 1.5m with cost of de watering wherever required and all applicable taxes and levies etc. complete in all respect : Earth / Soil |
| 24 | Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish) |
| 25 | Providing and Laying in position of Cement concrete Design mix M- 20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 400 kg/ cum of concrete). Well graded crusher broken stone aggregate of maximum size upto (d) 20 mm |
| 26 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.(b)Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. |
| 27 | Providing and laying Precast reinforcedcement concreteBox culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQetc. complete on firm base of 200 mm thick lean concrete of M-10 grade with aggregate of size 40 mm nominal of following internal size thework includes required safety measures cost of design of RCC Precast Box and its proof checking fromIIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M |
| 28 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading dulymarked on cover with adequate steel reinforcement having thickness75mmto150 mm anti corrosive bitumen painted M.S. plate Rimandon M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant completeas per approved design etc : for drain Opeining Size 1201 to1500 mm Standard Drain Cover Size 2100mm x 500mm x 150mm |
| 29 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (a)20 mm. |
| 30 | Side shuttering including propping etc. complete (to achieve finish F 2 for :(b)Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. |
| 31 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 32 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;20 mm |
| 33 | Providing and fixing precast dense cement concrete M-20 Grade(Vibro-pressed) drain section block of different size as per approved drawing, design and strength as per IS:2185 (part I) of grade 'D' (5.00 N/mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of 'L' shape 'U' shape etc. over 50mm thick CC M15 base course with fixing and joining with C.M.1:4 in proper grade and level complete in all respect. (cost of earth work, steel & welded mesh shall be paid extra). For 80mm Thick |
| 34 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading dulymarked on cover with adequate steel reinforcement having thickness75mmto150 mm anti corrosive bitumen painted M.S. plate Rimandon M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant completeas per approved design etc : for drain Opeining Size 701 to1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm |
| 35 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP 3: 600 mm including labour charge |
| 36 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks |
| 37 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
| 38 | 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 25mm, aggregate cement ratio not to axceed15:1,aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, 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. |
| 39 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 40 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (b) With lead beyond 250 m and up to 750 m (½ Km)(b) Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km(d) |
| 41 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 90% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(a) with initial lead of 250 m. |
| 42 | Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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