Tender For Construction Of Reinforced Cement Concrete Drain & Footpath Work At Madhyam Marg Mansarovar Sanganer Constituency In Zone-C2, Jda, Jaipur.
Tender Value
13.05 Crore
Estimated cost
Bid Submission
27 Nov 2026
20 days left
EMD
26.11 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Drain & Footpath Work At Madhyam Marg Mansarovar Sanganer Constituency In Zone-C2, Jda, Jaipur.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Mtrs lead as per direction of Engineer-in-charge - 1:3:6 or richer mix |
| 3 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete - Earth, Sand, Lime, Morrum manure or sludge - For 20 Km. |
| 4 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete - Building Rubbish Stone metal (Grit and ballast etc.) - For 20 Km. |
| 5 | CEMENT CONCRETE (CAST-IN-SITU): 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) |
| 6 | FORM WORK: 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. |
| 7 | FORM WORK: Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for - Walls (any thickness) including attached pilasters, buttresses plinth and string course |
| 8 | CAST-IN-SITU CONCRETE: Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision |
| 9 | Add extra for providing richer mixes respectively at all floor levels - Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix |
| 10 | Add extra for providing richer mixes respectively at all floor levels - Providing M-40 grade concrete by using cement as per codal provision instead of M-20 grade design mix |
| 11 | STEEL REINFORCEMENT: Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level ('Original producers' who manufacture billet directly from iron ores and roll the billets to produce steel conforming to IS:1786) - Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 12 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905 - 300 mm dia |
| 13 | Providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 14 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. - for drain Opening Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm |
| 15 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks): Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006 and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks - Category 'C': Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 |
| 16 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size (20 x 25) x 30 cm 2 |
| 17 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications - Size 1.00 M x 1.00 M |
| 18 | Construction of solid block masonry of M20 grade solid concrete block having nominal size 400 mm x 200 mm x 200 mm in cement mortar 1:3 upto plinth level with all lead & lift. |
| 19 | CEMENT PLASTER: Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish - 20mm thick |
| 20 | Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm, GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm) and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding), including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges. The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately - For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 Mtr |
| 21 | Providing at site, lowering & laying in trenches, aligning & jointing of U-PVC pipe as per IS 13592 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer for house sewer connection work. 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 - 110 mm Nominal Dia |
| 22 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components, preparation of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for straight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E-beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity, including testing etc. as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure \\"A\\" attached with this BSR - 11 KV Straight Through Joint Kit, 3 core 120/150/185 Sqmm |
| 23 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable (specification as per item 18.1.1) - 33 KV Straight Through Joint Kit, 3 core 185/240/300 Sqmm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysDec 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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