Tender For Construction Of Civil Foundation And Other Misc Civil Works In Yard For 3Rd Tr. At 132 Kv Gss Ratangarh (Boq1) (Rates Are Exclusive Gst) Ref Of Bsr : Pwd Integrated Building Bsr 2026 & Pwd Unified Road Bsr 2026
Tender Value
26.02 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
5 days left
EMD
52040
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Churu → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Civil Foundation And Other Misc Civil Works In Yard For 3Rd Tr. At 132 Kv Gss Ratangarh (Boq1) (Rates Are Exclusive Gst) Ref Of Bsr : Pwd Integrated Building Bsr 2026 & Pwd Unified Road Bsr 2026
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 B/1.8 |
| 2 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).( B- 3.1.6 ) |
| 3 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix B/4.1 |
| 4 | 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. ( B / 4.9 ) |
| 5 | 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. Thermo-mechanically Treated bars (Conforming of relevent IS code)( B/4.13.3 ) |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: B/9.2 |
| 7 | Structural steel work in single section fixed with or withoutconnecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. Add Extra if I/rail section is used 10% (B- 9.1.1) |
| 8 | Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30 CMthick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). ( B /6.1.6 ) |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. (B/ 11.3.1) |
| 10 | Plaster on new surface on walls in cement sand mortar 1:6including racking of joint etc. complete fine finish : 20mm thick. (B/ 12.3.2) |
| 11 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia (S/3.44.2) |
| 12 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Bend 87.5 Dg. 110mm dia S/3.45.4 |
| 13 | B-/11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 (A) Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 14 | Chapter G-3 , Stone Aggregate (Single size) : 40 mm nominal size G 4.1 Add extra for lead of 65 km from lodhsar quarry (1109+271+360) |
| 15 | B-14.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 16 | R/4.1.3 Construction of granular sub - base by providing well graded material , spreading in uniform layers with Tractor Mount Grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Churu For Grading I Material |
| 17 | R/6.1 Construction of un-reinforced ,plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/retard setting of concrete, improve workability with out impairing strength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, seal ant near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 18 | R/16.35.5 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60cm length over 20mm thick base of cement mortar 1:6 including jointing earthwork , pointing & jointing with cement mortar 1:4 of size ((20 x 25)/2 X 30 cm |
| 19 | Labour charges for spreading of available 20 to 63 mm nominal size hand/ crusher broken stone aggregates in uniform layer of 100 mm thickness in yard of any substations (charged/ uncharged GSS) with manual / Mechanical means, as permitted by engineer In charge with due care, as per safety norms of substations, complete in all respect with all lead and lift. (Payment shall be done as per stack measurement, after deduction of voids, as per norms). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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