Rajasthan Rajya Vidyut Prasaran Nigam Limited Tender
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Costs
EMD
₹ 9,68,000Document Cost
₹ 5,900Tender Fee
₹ 2,360
Description
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Contact
Tender Id
2023_RRVPN_322024_1Bid Award Id
ViewTender No
NIT24(2022-23)Tender Authority
Rajasthan Rajya Vidyut Prasaran Nigam Limited ViewPurchaser Address
-Website
http://http://energy.rajasthan.gov.in/content/raj/energy-department/rajasthan-rajya-vidyut-prasaran-limited/en/home.html
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Documents
BOQ Items
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1.01.01 Lighting Mast 20 m Height
4
905089
226272.38
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1.02 LATTICE STRUCTURE
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1.02.01 132kV tower type BT1
9
1342493
149165.93
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1.02.02.1132kV tower type BT4
4
787289
196822.49
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1.02.02.2132kV tower type BT4(Balance Work)
2
110220
55110.3
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1.02.03.1 132kV tower type BT6
2
244578
122289.08
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1.02.03.2132kV tower type BT6(Balance Work)
1
34240
34240.95
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1.02.04.1132kV tower type BT7
2
244578
122289.08
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1.02.04.2132kV tower type BT7(Balance Work)
1
34240
34240.95
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1.02.05132kV tower type BT3
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-
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1.02.06132 kV CT support structures (AO5)
12
378654
31554.58
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1.02.07132 kV CVT support structures (AO5)
6
189327
31554.58
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1.02.08132 kV Lightning Arrestor (AO5)
9
283991
31554.58
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1.02.09132 kV Isolator (BO1)
12
610323
50860.28
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1.02.10PI Structure
18
150787
8377.11
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1.02.1033 kV structure Y type with stub (Balance Work)
12
124294
10357.85
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1.02.11 33 kV structure Z type (Balance Work)
9
97155
10795.1
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1.02.1233 kV CT/PT structure
8
248356
31044.57
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1.02.1433 kV structure X-15 type
19
589846
31044.57
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1.02.15For 145 kV SF6 Circuit Breaker
4
248936
62234.24
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1.02.16For 36 kV Vacuum Circuit Breaker
7
216939
30991.41
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1.02.17MK
7
58639
8377.11
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1.02.18Isolator handle mechanism
31
259690
8377.11
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1.02.19132 kV Structure PQR Type
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1.02.20132 kV Structure Q Type
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2.00FOUNDATION FOR 20/25 MVA, 132/33 kV TRANSFORMER:-
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2.01FOUNDATION FOR 20/25 MVA, 132/33 kV TRANSFORMER including all associated works, rail tracks , jacking pads, anchor block, RCC, PCC, Misc. Structural Steel including M.S. grating, gravel filling, supports system and other items not mentioned herein but required for the completion of work as per technical specification and approved drawings. Note: Top level of foundation shall be decided by the owner. Work shall be got executed as per approved drawing with minimum depth of excavation as 600 mm from Natural Ground Level. Extra depth if any shall be filled with PCC 1:4:8. Any extra cost on account of minimum depth criteria shall deemed to be included in quoted rates.
2
2093994
1046997.48
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2.02Nitrogen injection fire prevention and extinguishing system for 20/25 MVA transformer as per technical specification
2
574660
287330
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3.00FOUNDATION FOR 33/0.415 kV, 250 kVA, LT three phase station transformer
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3.01Supply of labour, material equipments and construction of station Transformer’s foundation with RR stone masonry in CM 1:6 0f size 1.5mx 1.5m with top of foundation at 1.5m above other foundation and depth of excavation minimum 600 mm below NGL with 2 nos MS Channels 150X 75 embeded in 200 mm thick CC M 20 on top of masonry, outer plaster 20 mm thick CM 1:4 and applying white weather proof painting coat on exposed surface (top and sides) of foundationand other items not mentioned herein but required for the completion of work as per technical specification.Note: Top level of foundation shall be decided by the owner. Work shall be got executed as per approved drawing with minimum depth of excavation as 600 mm from Natural Ground Level. Extra depth if any shall be filled with Stone masinry in CM 1:6. Any extra cost on account of minimum depth criteria shall deemed to be included in quoted rates.
1
53429
53429.01
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4.00CABLE TRENCH
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4.01 Construction of cable trenches of required size and depths with stone masonry/brick masonry walls, precast ferro cement covers, water stops, stone/brick (fly ash bricks) including the supply of labour, material, cement, reinforcement steel, steel angles, flats for cable racks with holes for fixing battens and providing P.C.C.(1:4:8) below cable trenches, 20 mm thick cement plaster 1:6 inside completly and out side minimum 300 mm depth, 40mm thick CC flooring 1:2:4 with glass strips in joints and 150 mm thick RCC M20 band on top of masonry with supply and fixing Ferro-cement covers light duty from outer to outer width of cable trench, designed for class 'B' loading with adequate steel reinforcement of required thickness, M S Plate rim, lifting hook, additive and admixtures like plasticizer , shrinkage resistance compound, abrasion resistant, Suitable size angle shall be provided at the corner and junctions of trench for support of covers. 100 mm dia UPVC shall also be provided at 3000 mm c/c on both side of cable trench wall so to entrap the rainy water. a gentle slope of 1 in 500 shall be provided in the flooring till disposal point as per technical specification and approved drawings. (payment shall be made as per actual length). Note:1.Top level of trench shall be decided by the owner, Work shall be got executed as per approved drawing with minimum depth of excavation as 600 mm from Natural Ground Level. Extra depth if any on account of diffrence in level or slope shall be attained by stone/brick masonry. Any extra cost on account of minimum depth criteria shall deemed to be included in quoted rates.
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4.01.01Type A Cable trench
294
2258449
7681.8
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4.01.02Type B Cable trench
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4.01.03Type C Cable trench
160
758032
4737.7
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4.01.04Type D Cable trench
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-
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5.00Construction of RCC sump having capacity 10000 Liters with provision of automatic dewatering mud pump with disposal arrangement upto outside RVPN premises as directed by Engineeer In-charge with provision of a stand by pump.
1
306446
306446
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6.00CABLE TRENCH CROSSING
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6.01 Construction of cable trenches crossing in Road of required depths with stone/brick (fly ash bricks) including the supply of labour, material, cement, reinforcement steel, steel angles, flats for cable racks with holes for fixing battens and providing P.C.C.(1:4:8) below cable trenches, 20 mm thick cement plaster 1:6 inside complete , 40mm thick CC flooring 1:2:4 with glass strips in joints and 450 mm thick RCC M20 band on top of masonry with provision of 150 mm thick RCC paitam on both side with supply and fixing reinforced Ferro-cement heavy duty covers in required size , suitable for class 'AA loading ,having thickness75 mm to 150 mm with anticorosive bitumen painted M S Plate rim, lifting hook, additvive and admixures like plasticizer , shrinkage resistance compound, abrasion resistant, as per approved drawings, specification and direction of engineer incharge Note 1. Masonry section at road crossing should be capble to cater 'AA' class loading and additional cost on account of thicker wall section is deemed to be included in quoted rates.
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6.01.01Road crossing for A type cable trench
25
326122
13044.9
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6.01.02Road crossing for B type cable trench
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6.01.03Road crossing for C type cable trench
20
157223
7861.16
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6.01.04Road crossing for D type cable trench
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-
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7.00Grading of yard to attain the required finished ground level by means of Earth work in cutting /filling in all type of soil/rock including disposal of surplus excavated unuseful soil /rock or filling the ground with approved non-cohessive soil with compation in layers so as to attain proctor density 90% with all lead lift & cost of soil. At level difference, stone /brick masonry walls of required section shall be provided with coping plaster, painting & weep holes shall deemed to be inclueded in quoted rate of this item.
22665
1371912
60.53
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8.00ANTI WEED TREATMENT AND BASE LAYER OF INTERLOCKING TILES
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8.01Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking 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 incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks: 1) Shape as defined by Engineer incharge 2) Tensile splitting strength and braking load as per BS 6717:2001 3) Color: Grey cement natural colour 4) Variation in dimension: Less than 1.6mm. 5) Variation in thickness: Less than 3.2mm 6) Abrasion: As per BS: 6717:2001
11500
7463500
649
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9.00JELLY SPREADING (Gravelling)
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9.01Providing and laying 100mm thick layer of granite/basalt/trap jelly(gravel) of 40mm single size shall be spread over the entire switchyard area as per drawing and directions of engineer incharge of the work. The whole switchyard area (excluding buildings pathway road, drainages, cable trenches, equipments/ structures plinths etc.) shall be covered with jelly spreading. The jelly used shall be free from dirt, organic materials and flakes.
11500
906430
78.82
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9.02Supply & Fixing Barricades to confine Jelly (gravel), which include Supply and fixing cement concrete solid blocks of size 60x(20+25)/2x30 cms (l, b, h) jointed with CM 1:4, made from precast M-20 concrete and laid over 100 mm thick base of PCC 1:4:8 including necessary curing etc. complete. The top of concrete block shall be 100 mm above gravel top with provision of suatable openings for drainage of rain water. The exposed surface of barricades shall be applied with two coat of water proof cement paint.
125
46167
369.34
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10.00ROAD WORK
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10.01Construction of unreinforced, dowel jointed plain cement cocrete pavement in 150 mm thickness over and including subbase of 150 mm thick quarrry rubbish and 100 thick PCC 1:4:8 with M 30 grade cement concrete laid in approved side form work(steel channels , laying and fixing 125 micron thick polythene film wedged, steel plates including leveling the form work as per drawing, spreading using shovels, rakes, compacted using niddle, plate and screed vibrator finished in continuous operation including provision of expansion and contraction and construction joint, applying debonding strips, primer, sealant, dowel bars at expansion & construction joints only, curing etc complete including dewatering process with all equipments. work also includes provding and fixing precast cement concrete solid blocks on outer edges of both side shoulder of size 60x(20+25)/2x30 cms (l, b, h) jointed with CM 1:4, made from precast M-20 concrete and laid over 100 mm thick base of PCC 1:4:8 including necessary curing etc. complete. The concrete block top shall be 100 mm above road top, with provision of suitable openings for drainage of rain water. The exposed surface of concrete blocks shall be applied with two coat of enamel paint, painted black and yellow alternately, and Providing and laying 60 mm thick M 30 interlocking tile Category A Denated units to key into each other on four faces zig zag shape over 100 mm and PCC 1:4:8, complete as per IRC SP 63:2004 specification on shoulders as per approved drawing, specification and direction of engineer incharge. (payment shall be made as per actual length)
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10.01.01a) 5.0 Mtr. Wide Road with shoulders of 1.0 m on both side of CC road
50
448872
8977.44
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10.01.02b) 4.0 Mtr. Wide Road with shoulders of 1.0 m on both side of CC road
156
1207564
7740.8
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10.01.03c) 3.0 Mtr. Wide Road. with shoulders of 0.50 m on both side of CC road
512
2803906
5476.38
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11.00CONTROL ROOM BUILDING
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11.01Construction of control room building as per drawing and specification including internal electricafication, 15 lit storage geyser earthing, sanitary system including septic tank, soakage pit and rain water harvesting system as per drawing approved by owner/GWD etc., water supply system including making connection with distribution system, false ceiling (In Hall and PLCC room) fans,water cooler of cooling capacity 80 lit/hour and storage capacity of 12 lit, RO system withpurification capacity of 25 lit/hour and duty cycle of 170-250 lit/day with PVC tank of 200 lit capacity, internal cable trenches covered with 6 mm thick MS chequred plates, plinth protection works with chequred tiles etc. (plinth area approximately 480 sqm, with out roof projections, plinth protection and porch )(Balance Work)
1
12819728
12819728.9
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12.00WATER SUPPLY :-Supply and installation of water supply system with construction of GLR, tubewell to the required depth with submersible pump(2nos), submersible cable, pump room with pump and one stand bye pump for the sub-station, required electrifcations cables from control room and panels, providing and laying GI pipe line from from GLR to control room, yard, guard room, for plantation etc including making connection , landscaping & plantation as per specification approved drawings and directions of engineer incharge .Note: Tubewell shall be constructed as per fisibility report received from hydrogeologist/ collector(Balance Work)
1
2519918
2519918.05
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abc
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13.00Construction of internal fencing with welded mesh of size 25x25x2.1mm of 1.5m height framed in angle iron box of 40x40x5 placed at every 3000 mm, top and bottom angle section of 40x40x5, 5 rows of barbed wire in 600 mm height or railing in length near control rrom in 600 mm height above fencing, MS flat of size 40x5 mm shall also be welded along the edges of panels of welded mesh and in center of each panel. Bottom masonry wall of 380mm width in height of 450 mm above finished ground level and 50 mm thick precasr CC1:2:4 coping, plastering etc complete. Box of angle shall be grouted in CC M20 in stone masonry in a depth of 450 mm, with gate/wicket gate 5.0m/1.2 m wide 2.40 m height made from MS pipe of 50 mm dia, MS hold fast hinges and MS channes box fabricated out of 100x50x5 mm channels duly embeded in RCC columns, with RCC M2O pillars of size .06mx0.6 m and 2.70 m height on gate sides including enamel paint on gates and weateher proof paint on plastered surface as per approved specifications and drawings and directions of engineer incharge. Gate shall be provided with gate light, required wiring, fixtures and other required accessories.. Note: Gate and gate pillar shall be measured along with running meter length of fencing for paymnets at the quoted rates.
145
837021
5772.56
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14.00Providing and fixing cow catcher made of R.S. joist angles, channels MS round bars, MS flats etc including cutting welding and fabrication with priming coat of red oxide (as per design). The work includes construction of RR stone masonry wall of required section up to 90 cm below cow catcher, RCC bed plate of 20 cm thickness,cement plaster, PCC 1:4::8 in 15 cm thickness etc. complete as per approved design and specification. length of cow catcher should cover the entry gate and wicket gate with pillars
1
209811
209811.08
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15.00Providing, 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 for 300 mm dia internal dia pipe including Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design and Excavating trenches of required width for pipes cables etc. including excavation for sockets, depth up to required depth including taking out the excavated materials, refilling the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, with all lead and lifts in all types of soil, rocks etc complete in all respect.
310
322635
1040.76
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16.00Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within all lead inside size 450 x 450 mm and cement covers with frame
45
56392
1253.16
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17.00Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.(B-14.3)
12.5
1511
120.92
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18.00Extra for cutting reinforcement bars in R.C.C. or R.B. work (payment shall be made on the cross sectional area of RCC or RB works.).(B-14.5)
11
4218
383.5
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19.00Dismantling stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In lime mortar.(B-14.9.1)
100
40946
409.46
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20.00Removing mortar from stones and cleaning stones and concrete articles including stacking (net quantity of stacks of cleaned materials will be measured).In lime mortar.(B-14.11.1)
70
12637
180.54
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21.00Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meter lead :Of area exceeding 3 square meter.(B-14.13.2)
2
151
75.52
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22.00Demolishing lime concrete and disposal of material within 50 meter lead.(B-14.1)
30
9027
300.9
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23.00Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. (R-2.4.11)
30
42373
1412.46
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24.00Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable material and unserviceable material separately as per MORTH specification clause 202.(R-2.4.16)
80
2832
35.4
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25.00Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.By Mechanical Means :Bituminous courses.(R-2.4.10.2.1)
105
27258
259.6
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