Tender For Development Of Footpath, Plantation Work In From Front Of providing fixing Office To Balaji Property In Zone 2
Tender Value
2.15 Crore
Estimated cost
Bid Submission
02 Nov 2026
18 days left
EMD
4.30 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Footpath, Plantation Work In From Front Of providing fixing Office To Balaji Property In Zone 2
BOQ
| Sl. No. | Item Description |
| 1 | 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.Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 2 | Cement Concrete Grade M-15 and above and PCC blocks |
| 3 | Earth 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. I In all type of soil |
| 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth earth upto 5 km |
| 5 | Providing 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. For footpath |
| 6 | Supply 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. |
| 7 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Cement 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) |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 10 | Providing 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. In all type of soil |
| 11 | Providing 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-30 |
| 12 | Providing, 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. 160 mm dia |
| 13 | Planting 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. |
| 14 | Gulmohar(Delonix regia) 3 M height minimum (Supply, Item No. 3480) |
| 15 | Neem(Azadirachta indica) 3 M height minimum (Supply, Item No. 3481) |
| 16 | Plumeria alba ( Champa) 3 M height minimum (Supply, Item No. 3479) |
| 17 | Mangifera indica (Mango) 3 M height minimum (Supply, Item No. 3486) |
| 18 | Planting 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. |
| 19 | Maintenance of Hedge for one year |
| 20 | Steel 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.n gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 21 | Supplying & fixing 560mm dia opening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. EHD-35 |
| 22 | Supplying and fixing Soorsagar Bhura or Equivalent ashlarsills, lintels and dassa, bearing, bed & top surface madeperfenctly even, jambs, skirting steps etc. rough dressed. Above 15 cm. and upto 20 cm. thick |
| 23 | Supplying 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 |
| 24 | Providing and fixing factory-made precast RCC U-shape drain(Precast T-25) drain covers, having of strength not less than M-50 usingThermo-Mechanically Treated bars.(TMT/TMX) FE 500 D or more conforming to IS1786 reinforcement bar and capable of carrying a wheel load of 5.0Tones for heavy vehicle movement,of size Lid for U-300x300 mm. As per standard size reinforced with 8mm dia main longitudinal & 6mm nos cross-sectional T.M.T. hoop bars, including providing 50mm dia per forations @2nos, including providing edge binding with M.S.flats of size 50mm x1.60mm complete, all as per direction of Engineer-in-charge.300x300 |
| 25 | Providing and fixing factory-made precast RCC U-shape drain (PrecastT-6) drain covers, having of strength not less than M-50 usingThermo-Mechanically Treatedbars.(TMT/TMX) FE 500D or more conforming to IS1786 reinforcement bar and capable of carrying a wheel load of 5.0Tones for heavy vehicle movement,of size Lid for U-300x300mm. As per standard size reinforced with 8mm dia main longitudinal & 6mm nos cross-sectional T.M.T. hoop bars, including providing 50mm dia per forations@2nos, including providing edge binding with M.S.flat s of size 50mm x1.60mm complete, all as per direction of Engineer-in-charge..300x300 |
| 26 | Providing 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 coatof priming, complete in all respects. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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