Housing Urban and Rular Development Government Departments Closing in 8 days TDR #58301911

Tender For Rejuvenation Of Water Bodies With 05 - Year Defect Liability Period Including 05 - Year O&M For Following Works Under Package(Amrut-2.0/Raj/Rwb/Sltc13/03):Rejuvenation Of Talundi Talaab At Narayanpur (Distt-Kotputli-Behrore)

Issued by Government Departments · Jaipur, Rajasthan
Tender Value
2.58 Crore
Estimated cost
Bid Submission
20 Nov 2026
8 days left
EMD
5.16 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Rejuvenation Of Water Bodies With 05 - Year Defect Liability Period Including 05 - Year O&M For Following Works Under Package(Amrut-2.0/Raj/Rwb/Sltc13/03):Rejuvenation Of Talundi Talaab At Narayanpur (Distt-Kotputli-Behrore)

BOQ

Name of Work:- Rejuvenation of Water bodies with 05 - year defect liability period including 05 - year O&M for following works under Package(AMRUT-2.0/RAJ/RWB/SLTC13/03):Rejuvenation of Talundi Talaab at Narayanpur (Distt-Kotputli-Behrore)
Sl. No. Item Description
1Rejuvenation of Talundi Talaab, Narayanpur (Kotputli-Behrore)
2Fix Provision for O&M of all facilities created under this contract Five Years as per Tender Document (yearwise payment amount is given in tender document) for Narayanpura townBidder should fill amount Rs. 800000.00Bidder should fill this amount in case any other amount is filled then it will be consider as Rs. 800000.00 only.
3Rejuvenation and conservation of Talundi Talab at Narayanpur
4Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.In area of light jungle
5Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr.
6Carriage of Materials by mechanical transport including loading, unloading and stacking Stone, boulders, gravelly material
7Dewatering of existing drain and disposal of water out side of town
8Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
9Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Depth upto 1.5 m
10Dismantling 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
11Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material
12Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
13Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars.
14Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.RCC Grade M -30For Stone Masonary Wall Column
15Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.For Column
16Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand)
17Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories
18Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand)
19Supplying & Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching
20Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
21Horticulture
22Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.
23Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
24Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level in 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
25Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
26Trenching in specified soil upto a depth of 60 cm. including removal and stacking of serviceable materials and then disposal by spreading and neatly leveling within a lead of 50 metres and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding with water (excluding cost of imported earth and sludge or farm-yard manure).
27Preparation of mounds of various size and shape by available excavated/surplus/earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc.lead upto 50 meters and lift upto 1.5 m as per direction of officers in charge.
28Supply at site of work well decayed farm yard manure, from anyavailable source, approved by the engineer in charge including screening and stacking.
29Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if neededIn rows 7.5 cm apart in either direction
30Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
31Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
32Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
33Wedelia trilobata ( SunFlower Family)
34Alternathera green (Parrot Leaf)
35Iresine herbstii (Blood Leaf)
36Ophiopogon Black ( Lily Turf, Mondograss)
37Asparagus myerii (Fox Tail)
38Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
39Clerodendron inermii ( Choti Aari)
40Tabernaemontana variegated ( Chandni)
41Hibiscus variegated ( Guddal) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58301911
AUTHORITY Government Departments
TENDER VALUE 2.58 Crore
LAST DATE 20-11-2026
Authority
Authority Name Rajasthan Urban Drinking Water Sewerage And Infrastructure Corporation Limited
Work Description Tender for Rejuvenation Of Water Bodies With 05 - Year Defect Liability Period Including 05 - Year O&M For Following Works Under Package(Amrut-2.0/Raj/Rwb/Sltc13/03):Rejuvenation Of Talundi Talaab At Narayanpur (Distt-Kotputli-Behrore)
Basic Detail
Tender No NIT 08/2026-27 Water Body
Bidding Type Tender
Location
City Jaipur
State Rajasthan
Key Dates
Publish Date 31 Oct 2026
Submission Date 20 Nov 2026
Open Date 20 Nov 2026
Finance
Tender Value 2.58 Crore
Tender Fee 10000
EMD 5.16 Lakhs
Exemption Available
Document List
34bcf54d-3a56-4299-a914-3b8843603d5c.html
BOQ_1073170.xls
PKG03.pdf
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Nov 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

34bcf54d-3a56-4299-a914-3b8843603d5c.html

xls

BOQ_1073170.xls

pdf

PKG03.pdf

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender