Public Administrative Department Local Bodies Closing in 7 days TDR #58054246

Tender For Construction Strengthening On Footpath, Plantation Work At Various Places In Zone 7

Issued by Local Bodies · Jodhpur, Rajasthan
Tender Value
1 Crore
Estimated cost
Bid Submission
23 Oct 2026
7 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Strengthening On Footpath, Plantation Work At Various Places In Zone 7

BOQ

Name of Work:- Construction strengthening on footpath, plantation work at various places in zone 7
Sl. No. Item Description
1Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil
2Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer
3Bituminous courses
4Granular courses
5Dismantling 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.
6Cement Concrete Grade M-15 and above and PCC blocks
7Lime Concrete, cement concrete grade M-10 (1:5:10) and below
8Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers 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 including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
9Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth earth upto 5 km
10Carriage of Materials by mechanical transport including loading, unloading and stacking ::Stone, boulders, gravelly material
11Providing 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 manually, 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.
12Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)
13Providing 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.
14Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
15Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
16Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-25
17Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
18110 mm dia
19Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in-charge. External work 15 mm nominal outer dia .Pipes.
20Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
21Plumeria alba ( Champa) 3 M height minimum
22Gulmohar(Delonix regia)
23Mangifera indica (Mango)
24Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
25Bougain villea
26Trenching in specified soil upto a depth of 60 cm. including removal and stacking of serviceable materials and then disposal by spreading and neatly levelling 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).
27Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
28Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
29Planting 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.
30Maintenance of Hedge for one year
31For 3 year
32Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. 2) Earth measured in stacks will be reduced by 20% foe payment
33Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in-charge including screening and stacking.
34Providing and fixing factory-made precast RCC U-shape drain (Precast T-6) drain covers,having of strength not less than M-50 using Thermo-Mechanically Treated bars.(TMT/TMX) FE500 Dormore conforming to IS1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U- 300x300mm. As per standard size reinforced with 8 mm dia main longitudinal & 6 mm nos cross-sectional T.M.T.hoop bars, including providing 50 mm dia perforations @ 2 nos, including providing edge binding with M.S. flats of size 50 mm x 1.60 mm complete, all as per direction of Engineer-in-charge.
35Providing and fixing factory-made precast RCC U-shape drain (Precast T-25) drain covers, having of strength not less than M-50 using Thermo-Mechanically Treated bars. (TMT/TMX) FE500D or more conforming to IS1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U-300x300mm. As per standard size reinforced with 8 mm dia main longitudinal & 6 mm nos cross-sectional T.M.T.hoop bars, including providing 50 mm dia perforations @ 2 nos, including providing edge binding with M.S.flats of size 50 mm x 1.60 mm complete, all as per direction of Engineer-in-charge.
36Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications.
37Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
38300 mm internal diameter
39350 mm internal diameter
40450 mm internal diameter
41Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
42300 mm internal diameter
43350 mm internal diameter
44450 mm internal diameter
45Supply and fixing Jodhpur sand stone Machine cut Kerb stone(10cm wide 40 cm. height) fixed in white cement sand mortar1:4 with pigment including EarthWork.
46Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.
47Mesh size 50mm x 50mm made of GI wire 3.15mm dia
48Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
49Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25mm fixed with nails and G.I wire to existing surface complete as per direction of Engineer-in-charge.
50Finishing 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).
51Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place.
52Supply and fixing different type of steel pre-fabricated garden bench/ jhula/ slides and other children play items made of steel duly painted as per approved design and specifications by engineer in-charge made of MS pipe, Flats, rectangular hollow section or other steel sections duly welded and or nut bolted where ever required, rubbing and buffing welded joints to make safe for use of children and painted in approved pattern complete as required.
53Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
54Dark shade using ordinary cement. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58054246
AUTHORITY Local Bodies
TENDER VALUE 1 Crore
LAST DATE 23-10-2026
Authority
Authority Name Department Of Local Bodies
Work Description Tender for Construction Strengthening On Footpath, Plantation Work At Various Places In Zone 7
Basic Detail
Tender No NIT 301 DATE 12/10/2026
Bidding Type Tender
Location
City Jodhpur
State Rajasthan
Key Dates
Publish Date 15 Oct 2026
Submission Date 23 Oct 2026
Open Date 23 Oct 2026
Finance
Tender Value 1 Crore
Tender Fee 1000
EMD 2 Lakhs
Exemption Available
Document List
4a506b7c-9cd1-4c68-ae9b-0ea2ed82f144.html
BOQ_1071439.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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html

4a506b7c-9cd1-4c68-ae9b-0ea2ed82f144.html

xls

BOQ_1071439.xls

pdf

Tendernotice_1.pdf

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