Tender For Construction Of R Well Nalwaniya, Maintenance Of Guzzler Tirthankar Trail And Causeway Sevto Ka Bera Range Sadari
Tender Value
13.72 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
2 days left
EMD
27440
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajsamand → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of R Well Nalwaniya, Maintenance Of Guzzler Tirthankar Trail And Causeway Sevto Ka Bera Range Sadari
BOQ
| Sl. No. | Item Description |
| 1 | Ramp Well, Nali and Solar Pumpset Nalwaniya |
| 2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. |
| 3 | Demolishing mud phuska/ Lime dhar/ Kharanja in terracing and disposal of unserviceable material within 50 meters lead. |
| 4 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: ordinary rock |
| 5 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock |
| 6 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 7 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 8 | Random rubble dry stone Kharanja under floor. |
| 9 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc complete fine finish : 20 mm thick |
| 10 | Pointing on Stone masonary in cement sand mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. |
| 11 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.1.0 HP, 1-Ø, (40 -170)Mtr, (60- 20) LPM |
| 12 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . for vertical installation 40 mm OD 6 kg / cm2 |
| 13 | Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 16mm (suitable above 50mm & up to 75mm OD pipe) |
| 14 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : ordinary rock |
| 15 | RandomRubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30CM thick wall in Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 16 | Random rubble dry stone Kharanja under floor. |
| 17 | Providing and laying inposition cement concrete including curing , compactionetc.complete inspecifiedgradeexcluding thecostofcenteringandshuttering-Allworkuptoplinth level. M15 grade Nominal Mix 1:2:4 (1cement :2 coarse sand:4 graded stone aggregate 20mm nominal size) |
| 18 | Plaster on new surface on walls incement sandmortar 1:6 including racking of joint etc. complete fine finish 25 mm thick |
| 19 | Maintenance of Guzzler Tirthankar Trail |
| 20 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 21 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead |
| 22 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : |
| 23 | RandomRubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30CM thick wall in Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 24 | Random rubble dry stone Kharanja under floor. |
| 25 | Providing and laying inposition cement concrete including curing , compactionetc.complete inspecifiedgradeexcluding thecostofcenteringandshuttering-Allworkuptoplinth level. M15 grade Nominal Mix 1:2:4 (1cement :2 coarse sand:4 graded stone aggregate 20mm nominal size) |
| 26 | Plaster onnewsurfaceonwalls incement sandmortar 1:6 including racking of joint etc. complete fine finish 25 mm thick |
| 27 | CAUSEWAY Sevto ka Bera |
| 28 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 29 | Excavation work by Machanical means(Hydrolic excavator)/ manual means in foundation tranches or drains not exceeding 1.50 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. |
| 30 | Providing and laying in position cement concreate including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8. |
| 31 | Random rubble stone masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in . 1:6 |
| 32 | Random rubble stone masonary for with hard stone in superstructure above plinth level and upto five level above 30 cm thick wall in . 1:6 |
| 33 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 34 | Providing and laying in position cement concreate including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4. |
| 35 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish. 25 mm |
| 36 | Random rubble stone masonary for with hard stone in superstructure above plinth level and upto five level above 30 cm thick wall in Dry masonary Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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