Tender For Renovation Work Of Hanuman Sagar Jodha Sagar Shah Sagar Shiv Sagar Naya Talab Tehsil Pisangan District Ajmer
Tender Value
6.96 Crore
Estimated cost
Bid Submission
16 Oct 2026
6 days left
EMD
13.92 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
Ajmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Work Of Hanuman Sagar Jodha Sagar Shah Sagar Shiv Sagar Naya Talab Tehsil Pisangan District Ajmer
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. Thick |
| 2 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 7.5 cm to 15 cms girth |
| 3 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. The rates given are for dismantling of good quality work.For dismantling poor quality or weathered; weakened work the rates will be reduced by 30 percent |
| 4 | Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. The rates given are for dismantling of good quality work.For dismantling poor quality or weathered; weakened work the rates will be reduced by 30 percent |
| 5 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar The rates given are for dismantling of good quality work.For dismantling poor quality or weathered; weakened work the rates will be reduced by 30 percent |
| 6 | 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 Hard soil mixed with Kankar / boulders, Morrum |
| 7 | 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 1:6 Masonry work in superstructure |
| 8 | Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 20 mm |
| 9 | 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 |
| 10 | 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 |
| 11 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 12 | 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: 20 mm |
| 13 | 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: 75 mm |
| 14 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. |
| 15 | Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m |
| 16 | Ploughing and picking of surface of old embankment |
| 17 | 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.With lead beyond 250 m and up to 750 m ( Km) Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95 Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km). |
| 18 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m 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 |
| 19 | Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm |
| 20 | (i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density |
| 21 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 22 | Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted. |
| 23 | Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone) |
| 24 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 25 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness ( 5 % thickness tolerance) |
| 26 | Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface |
| 27 | Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth |
| 28 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 29 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 30 | 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) |
| 31 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. |
| 32 | Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter. |
| 33 | Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects. |
| 34 | 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 1:6 |
| 35 | Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department |
| 36 | Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department |
| 37 | Survey of existing command area with TS / DGPS instrument at 30m grid and plotting of contours at 50 cm interval on Shajra map indicating existing alignment of complete distribution system from main canal to water course with marking of existing Chak boundaries and out lets / Nakka points. Preparation of Khasra list of entire submergence / command area receiving irrigation complete in all respect including all ancillary works as described in specifications and conditions of contract. |
| 38 | Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection of data, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawings in appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable. |
| 39 | Collection of revenue map and jamabandi of the Area of Interest, scanning revenue map and digitization of khasra boundary & jamabandi. Rate shall be paid per Ha GCA |
| 40 | Making standard type cement gauge including engraving letters and painting including scaffolding etc. |
| 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 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.With lead beyond 250 m and up to 750 m ( Km) Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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