Power Government Departments Closing in 9 days TDR #56843780

Tender For Construction Of Foundations, Cable Trench, Levelling And Dressing, Gsb For Transformer Track , Cow Catcher And Drainage System In Yard At 132 Kv Gss Chandpura.

Issued by Government Departments · Sikar, Rajasthan
Tender Value
3.12 Crore
Estimated cost
Bid Submission
17 Aug 2026
9 days left
EMD
6.24 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Foundations, Cable Trench, Levelling And Dressing, Gsb For Transformer Track , Cow Catcher And Drainage System In Yard At 132 Kv Gss Chandpura.

BOQ

Name of Work:- Const. of foundations, cable trench, levelling and dressing, GSB for transformer track , cow catcher and drainage system in yard at 132 KV GSS Chandpura.
Sl. No. Item Description
1B-44/1.8 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
2B-44/1.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
3B-54/3.1.6 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
4B-69/6.1.6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: :Cement Mortar 1:6 ( 1-Cement : 6-Sand).
5B-69 / 6.3.4 Add extra for Random Rubble stone masonry with hard stone in : Wall upto 30 cm and less thickness.
6B-59 /4.1 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
7B-61 /4.9 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.
8B-62 /4.13.2 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 bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code)
9B-98 /9.1.1 Structural steel work in single section fixed with or without connecting 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
10B-98 /9.2 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:
11B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.
12B-128 /11.3.1 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.
13B-130 /11.9.1 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick
14S-247/3.16.3 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.: 110 mm dia
15S-247/3.16.4 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.: 160 mm dia
16B-48 /1.25 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and wateringincluding lead upto 50 meter and with all lift.
17B-2.2.9 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.: 100mm dia nominal bore : 'B' Class
18S-250 /3.19.1 2 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 1.0 m
19S-250 /3.19.2____do____Depth upto 1.80 mtr
20S-250/3.19.2____do____Depth upto 2.20 mtr
21S-29/3.8.5 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 300 mm dia internal
22Supply and stacking of Stone Aggregates ( single size) 63 mm nominal size crusher broken from Jeen mata quarry with lead upto 25 KM at 132 KV GSS Chandpura (code 291 + G-4/4.2)
23S-29/3.8.6 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 450 mm dia internal
24CARRIAGE OF MATERIALS : Earth, Sand, Lime, Morrum manure or sludge including loading and unloading complete with all lead upto 5.0 Km (G-4/4.1.7)
25Providing 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 Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm (R-16.41.3)
26Providing 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 Opeining Size 1201 to 1500 mm Standard Drain Cover Size 2100mm x 500mm x 150mm (R-16.41.4)
27Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km : For All Rajasthan except Bikaner,Churu,Hanumangarh and Sri Ganganagar For Grading-II Material (R-4.2 i)
28Construction of Embankment with Material Obtained from Borrow Pits : Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 (R-3.4)
29Labour charges for spreading of available 20 to 63mm nominal size hand / crusher broken stone aggregates in uniform layer of 100mm 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.
30Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200 mm, CC grade M30 having outer frame of MS flat 30x3 and reinforcement onsisting of 6 mm dia. MS round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing, welded with outer frame and binding with binding wire in middle with two layers of GI wire mesh 12 mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc., manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10 mm dia. plain round bar to be fixed as directed. MS flat / hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall be suitable to take live load of 2000 kg / Sqm and minimum ultimate load of 3000 kg / Sqm under defection not exceeding L/25 ( inclusive of transportation charges) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56843780
AUTHORITY Government Departments
TENDER VALUE 3.12 Crore
LAST DATE 17-08-2026
Authority
Authority Name Rajasthan Rajya Vidyut Prasaran Nigam Ltd
Work Description Tender for Construction Of Foundations, Cable Trench, Levelling And Dressing, Gsb For Transformer Track , Cow Catcher And Drainage System In Yard At 132 Kv Gss Chandpura.
Basic Detail
Tender No RVPN/SE/CIVIL/AJM/26-27/NIT07
Bidding Type Tender
Location
City Sikar
State Rajasthan
Key Dates
Publish Date 05 Aug 2026
Submission Date 17 Aug 2026
Open Date 18 Aug 2026
Finance
Tender Value 3.12 Crore
Tender Fee 5900
EMD 6.24 Lakhs
Exemption Available
Document List
Agreement.pdf
BOQ_1032757.xls
d7fb0e5d-9ed8-487f-8061-f81b05701989.html
nit07andcorrigendum.pdf
Tendernotice_1 (30).pdf
0709.pdf

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Tender Timeline

Aug 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Aug 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
pdf

Agreement.pdf

xls

BOQ_1032757.xls

html

d7fb0e5d-9ed8-487f-8061-f81b05701989.html

pdf

nit07andcorrigendum.pdf

pdf

Tendernotice_1 (30).pdf

pdf

0709.pdf

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