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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-Finance H NO 37 A NEAR MILITARY CAMP MARGAO QUEPEM ROAD NAVELIM SALCETE GOA | NORTH GOA | GOA | 403529 | ₹5.9 Cr | L1 | Accepted-Finance As per L1 Basis |
| 2 | L2₹8.0 CrRejected-Finance 114B E SYKES EXTENSION KOLHAPUR MAHARASTRA | KOLHAPUR | MAHARASHTRA | 416001 | ₹8.0 Cr | L2 | Rejected-Finance As per L1 Basis |
| Sl No | Description | Qty | Unit | ULTRACON CONSTRUCTIONS PVT. LTD. L1 | Laxmi Civil Engineering Services Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of materials such as soil, silt clay gravel morrum of all varities shingles, pebbles all types of laterite rock soft rock, ordinary rock, dissintegrated rock, fissured, shattered/ decomposed materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted incl.of chiselling wedging etc in all condition such as dry, moist, saturated submerged foul conditions etc.including pumping or bailing out water shoring and strutting providing barricading,danger lighting, guarding , back filling the excavation earth and disposal of excavated stuff in specified area with all leads & with all lifts etc. complete and as per specification and drawing and as directed by the Engineer-incharge etc. all complete. | 5,527.58 | Cu.m | 200 ₹11.1 L | 384 ₹21.2 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 38.1 | Cu.m | 1,200 ₹45,720 | 1,464 ₹55,778.40 |
| 3.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level | 567.69 | Cu.m | 6,300 ₹35.8 L | 9,505 ₹54.0 L |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for
a)Foundations, footings, bases for columns and mass concrete. | 741.06 | Sq.m | 325 ₹2.4 L | 640 ₹4.7 L |
| 5.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge
A) 110 mm dia | 225.11 | RM | 200 ₹45,022 | 320 ₹72,035.20 |
| 6.00 | Supply of RCC FR pipe of NP2 class 600mm dia . | 20 | M | 290 ₹5,800 | 5,426 ₹1.1 L |
| 7.00 | Supply of RCC collar 600mm dia. | 6 | Each | 800 ₹4,800 | 1,085 ₹6,510 |
| 8.00 | Conveying carefully from stack at site, 250m from both sides rolling and lowering into trenches, laying and jointing true to line and level, RCC spun pressure and non pressure pipes of various classes, specials including collar and perfect linking of joint with jack to correct position including cost of jointing material in cement mortar 1:2, necessary hydraulic testing, curing of cement mortar etc. complete.Nominal Diameter in MM
i) 600 mm dia pipe | 20 | M | 20 ₹400 | 272 ₹5,440 |
| 9.00 | Supplying and stacking laterite stones of size 150-200 mm(contractor's stone) for soling at site | 387 | cu.m | 1,200 ₹4.6 L | 975 ₹3.8 L |
| 10.00 | Supplying and stacking of (contractor's material) Murrum at site, having P.I. Value not more than 6. | 103.2 | cu.m | 400 ₹41,280 | 448 ₹46,233.60 |
Tender Value
₹6.8 Cr
EMD Value
₹13.6 L
Closing Date
11 Sept 2023, 4:00 pmClosed
EE VI
OFFICE OF THE EXECUTIVE ENGINEER, WORKS DIVISION VI, WATER RESOURCES DEPARTMENT SARVAN, BICHOLIM - GOA
Upgradation of Lift Irrigation Scheme at Velguem V.P. Khothodem in Sattari Taluka.
2023_WRD_10831_1
No.WRD/WDVI/Accts/F.17/ TN-e- 17/2023-24/510
Open Tender
Civil Works - Water Works
180 days
Bicholim
Please refer Tender documents.
5 documents required · 5 mandatory
₹20,000
₹13.6 L
18 May 2026
24 Aug 2023
13 Sept 2023
24 Aug 2023
11 Sept 2023
24 Aug 2023
Amount
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of materials such as soil, silt clay gravel morrum of all varities shingles, pebbles all types of laterite rock soft rock, ordinary rock, dissintegrated rock, fissured, shattered/ decomposed materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted incl.of chiselling wedging etc in all condition such as dry, moist, saturated submerged foul conditions etc.including pumping or bailing out water shoring and strutting providing barricading,danger lighting, guarding , back filling the excavation earth and disposal of excavated stuff in specified area with all leads & with all lifts etc. complete and as per specification and drawing and as directed by the Engineer-incharge etc. all complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge A) 110 mm dia
Supply of RCC FR pipe of NP2 class 600mm dia .
Supply of RCC collar 600mm dia.
Conveying carefully from stack at site, 250m from both sides rolling and lowering into trenches, laying and jointing true to line and level, RCC spun pressure and non pressure pipes of various classes, specials including collar and perfect linking of joint with jack to correct position including cost of jointing material in cement mortar 1:2, necessary hydraulic testing, curing of cement mortar etc. complete.Nominal Diameter in MM i) 600 mm dia pipe
Supplying and stacking laterite stones of size 150-200 mm(contractor's stone) for soling at site
Supplying and stacking of (contractor's material) Murrum at site, having P.I. Value not more than 6.
Laying stone soiling including packing with smaller stones and consolidation with road roller including spreading, watering and consolidating of binding material Murrum or earth etc.(payment to be made for quantity of only soling stone used excluding binding material).
Laying and spreading 6 mm thick layer of granular material(gravel or murrum) including watering and rolling with hand roller etc. complete.
Stone pitching of 22.5 cms thick using laterite stone of approved quality in cement mortar 1:5( 1 cement : 5 coarse sand) including supplying of stone and preparing surface etc. complete.
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or brailing out water/dewatering including setting out construction of, shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc and backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and all lifts etc as per specification and drawing and as directed by the Engineer – in – charge etc. complete
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:2:4(1cement:2coarse sand:4 graded granitic or basaltic stone aggrt.20 mm.nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a)All works upto plinth level
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) b) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level
Centering & shuttering including Strutting, Propping & removal of forms for i)Foundations, Footings, Bases for columns
Centering & shuttering including Strutting, Propping & removal of forms for ii)Vertical surfaces such as retaning walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
Centering & shuttering including Strutting, Propping & removal of forms for iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
Centering & shuttering including Strutting, Propping & removal of forms for iv)Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth
Centering & shuttering including Strutting, Propping & removal of forms for xiii)Suspended floors, roofs landings, shelves & their supports
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
Laterite masonry in neatly dressed stones of size as specified in c.m. 1 : 4 (1 cement : 4 coarse sand ) in all sizes in superstructure from floor I level upto floor V level.
Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring.
Providing and fixing anodised alluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Window with two or three sliding shutters using 14.5/15 mm series shutters section. a) Acrylic sheet
Providing and fixing M.S grills of size as specified using ISA 25x25x5mm as frame and m.s.square bar as horizontal & vertical of size 12mmx12mm placed 12cm c/c including welding and embedded in c.c 1:2:4 and applying priming coat and placing in position etc. complete as directed by the Engineer in charge
12mm Cement Plaster 1:4 (1 cement : 4 fine sand)
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. b) In tees angles flats and channels
Providing and fixing coloured ceramic tiles spartek or equivalent of 12" x 12" size and 6 mm thick in floors thread of steps and landing on 25 mm thick bed of cement mortar 1:3 and jointed with cement slurry complete.
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. b) 50mm thick
Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete.
Applying one coat of cement primer of approved brand and manufacture on wall surface.
Finishing wall with superior quality waterproofing cement paint ( super snow hem or equivalent) of required shade on new work (three or more coats) to give an even shade.
Finishing fine with neeru over plaster
Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
Designing, fabricating, erecting, testing and commissioning 5 (five) tonne capacity gantry crane eletrical/mechanised remote control operation having a span of 5.50meter and logitudinal travel of 11 meter with hoisting of heavy I-Beams , safety angles,etc of (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)as specified both ways errected on haunch beams including the cost of all accessories etc. required for above operations with required KVAR Automatic power factor correction panel etc complete and as directed by Engineer-in-charge.
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or brailing out water/dewatering including setting out construction of, shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc and backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and all lifts etc as per specification and drawing and as directed by the Engineer – in – charge etc. complete
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . g) 400
a) Supplying at store/site of work including railway freight, carting, loading, unloading, stacking etc. C.I. sluice valve conforming to IS 14846-2000 and bearing ISI mark double flanged/plain ended with cap TYPE .P.N 1.6 Dia in mm e)150
b) Supplying at store/site of work including railway freight, carting, loading, unloading, stacking etc. C.I. sluice valve conforming to IS 14846-2000 and bearing ISI mark double flanged/plain ended with cap TYPE .P.N 1.6 Dia in mm f) 200
c) Supplying at store/site of work including railway freight, carting, loading, unloading, stacking etc. C.I. sluice valve conforming to IS 14846-2000 and bearing ISI mark double flanged/plain ended with cap TYPE .P.N 1.6 Dia in mm k)400
a) Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 Dia in .mm d) 150
b) Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 Dia in .mm i) 400
a) Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. VI Dismantling Joint Nominal Diameter in mm d)150mm
b) Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. VI Dismantling Joint Nominal Diameter in mm e)200mm
a) Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron kinetic double orifice air release valve, generally conforming to IS:14845, having small orifice elastic ball resting on a gunmetal orifice nipple and large orifice vulcanite ball seating in a molded seat ring, with built in kinetic features, isolating sluice valve mounted in a horizontal position and operated by miter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.6 (Class A ) Dia in mm a) 80
b) Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron kinetic double orifice air release valve, generally conforming to IS:14845, having small orifice elastic ball resting on a gunmetal orifice nipple and large orifice vulcanite ball seating in a molded seat ring, with built in kinetic features, isolating sluice valve mounted in a horizontal position and operated by miter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.6 (Class A ) Dia in mm c)150
a) Fixing C.I. Double orifice/ Kinetic type air valve of following sizes with bronze ferrule at inlet screwed on isolating valve small orifice elastic ball resting on small bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring inlet faced and drilled to BST "D" suitable to working pressure of 10 kg/sq. cm. Dia in mm d)80
b) Fixing C.I. Double orifice/ Kinetic type air valve of following sizes with bronze ferrule at inlet screwed on isolating valve small orifice elastic ball resting on small bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring inlet faced and drilled to BST "D" suitable to working pressure of 10 kg/sq. cm. Dia in mm f) 150
Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight and all taxes, etc. complete (ii) With 25 mm thick Plate a) Flanges
Supplying at store/site of work including railway freight, carting, loading and unloading stacking etc. cast iron standard flanged sockets/plain ended fittings for pressure pipe conforming to ISI 1538-1976 suitable for conventional lead joints/rubber gaskets joints HEAVY CLASS.
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. C. I. double flanged pipes horizontally cast conforming to IS: 7181 - 1986 bearing ISI mark length 2.75 Metres Class B. Nominal Dia in mm Barrel Length of 3.0 metres c) 200mm.dia.
Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts. (vi) Double Socket Branch Flanged Tee Nominal Dia in mm (d) 150x150x80
Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts. (vii) Double Socket Branch Flanged Tee Nominal Dia in mm ( c) 400x400x150
Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts. (vi) Double Socket Branch Flanged Tee Nominal Dia in mm (d) 400x400x200
Conveying Carefully from stack at site,250m from both the sides rolling and lowering in trenches,laying and jointing true to line and level and prfect linking of joints a) Cast iron or ductile iron or A.C. or S & S or flanged & PVC pipes
Conveying Carefully from stack at site,250m from both the sides rolling and lowering in trenches,laying and jointing true to line and level and prfect linking of joints b) S & S flanged/ plain ended specials
Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer incharge. (d) 150
Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer incharge. (e ) 200
Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer incharge. (i) 400
Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I ( c) 150
Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I (e ) 200
Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. (b ) 400
Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 ( i) 400
Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints,for pushon tight joints, and including the cost of rebber ring,nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints etc complete as per the direction of the engineer incharge. All Socket branch flange Tee (i)400x400
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering and finishing etc. a)All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete.
12mm cement plaster 1:4 (1 cement : 4 fine sand)
Providing and fixing, hoisting manifold as per specification and drawing given including cutting, welding, fixing in position etc.applying priming coats and two or three coats of painting as directed by the Engineer-in-charge.
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or brailing out water/dewatering including setting out construction of, shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc and backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and all lifts etc as per specification and drawing and as directed by the Engineer – in – charge etc. complete
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering and finishing etc. a) Kerbs, steps and the like at or near ground level
Centering & shuttering including Strutting, Propping & removal of forms for xii)Well steining
Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the standard member
12mm cement plaster 1:3( 1 cement:3 fine sand)
Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. b)In tees angles flats and channels
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or brailing out water/dewatering including setting out construction of, shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc and backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and all lifts etc as per specification and drawing and as directed by the Engineer – in – charge etc. complete
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . Nominal Diameter in mm (b ) 150
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . Nominal Diameter in mm (e) 300
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 (Class B ) Dia in mm ( e) 150
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 (Class B ) Dia in mm ( h) 300
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (III) Double Socket Tee with Branch Flange Nominal Diameter in mm (p) 300x80
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (III) Double Socket Tee with Branch Flange Nominal Diameter in mm (r) 300x150
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (VII) Double Socket Bend 90 Degree Nominal Diameter in mm f) 300
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (IX) Double Socket Bend 22.5 Degree Nominal Diameter in mm (f ) 300
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (X) Double Socket Bend 11.25 Degree Nominal Diameter in mm f) 300
Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Dia in mm (XII) Collar Tyton f) 300
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron kinetic double orifice air release valve, generally conforming to IS:14845, having small orifice elastic ball resting on a gunmetal orifice nipple and large orifice vulcanite ball seating in a moulded seat ring, with built in kinetic features, isolating sluice valve mounted in a horizontal position and operated by meter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.6 (Class A) a) 80
Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. (b) By Mechanical Means: 1 Rural Roads
Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer incharge. (a) Rural road
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete.
Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal diamter in mm. a ) 80
Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal diamter in mm. d) 150
Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I Nominal diamter in mm. g) 300
Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 (d) 150
Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 (g) 300
Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints (a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
Fixing C.I. Double orifice / Kinetic type air valve of following sizes with bronze ferrule at inlet screwed on isolating valve small orifice elastic ball resting valve small orifice elastic ball resting on small bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring inlet faced and drilled to BST "D" suitable to working pressure of 10 kg/sq. cm. (d) 80
12mm cement plaster 1:4 (1 cement : 4fine sand)
Supplying ,fixing, testing and commissioning horizontally split case,centrifugal pumps and motors of approved make like Kirloskar /Crompton/mather & plat with C.I Impeller to give a discharge of 120 lps (432m3/hr) at a head of 60m coupled with squirrel cage TEFC 415V type suitable motor having 1480rmp to run on 440 +/- 10% volts,50 hz+/- 5% 4 pole with Fclass insulation motor confirming to IS 325,IS 210 FG 60,IS 210 FG 260, with up to date amendments, suitable for the above mentioned discharge and head, the pump and motor should be from approved manufacturer like Siemens / Mather & Platt/Kirloskar / Crompton / jyoti or equivelant incl.all accessories like coupling, base plate coupling guard companion flange, foundation nut, bolts pipe sleeves, etc all complete incl.the cost of grouting the foundation as directed by the Engineer in charge.
Supplying,laying,glanding,termination,cable lugs and testing of 11kv Gr 3 core x 95sq.mm AYFY alluminium armoured cable from LT panel to motor including the cost of land dug, as required for installation cable duction from GI perforated cable tray made out of 40x40x6mm and GI flat 50x6mm includintg two coats of painting over the L.T panel to support all the incoming cable from LT Panel feeder to motor all complete as directed by the Engineer in charge.
Supplying, laying,glanding, termination and lugging whereever required with LPE cable of AYFY 11 KV Gr 31/2 c x 240 sq.mm x LPE , P.V.C armoured alluminium cable of approved brand, ISI make from transformer to LT panel.
Providing, fixing , testing and commissioning flush type cubical LT control panel having incoming feeder-1No (1IC+3 MF with star Delta Starters) made out of 12/14 S.W.G. CRCA sheet. duly painted with approved colour of size 2.4x1.5x 0.5mts to hoist the following. a)132 Kw star delta starter of L&T, Crompton,siemens make,or equivalent.- 3Nos b) 630 A.T.P. MCCB with indication,metering and protections rotary handle,manually operated and out going feeders:3Nos for 132Kw motor ,Aux feeders 32A SFU-3Nos ,63A SFU-3Nos,16A MCB4Nos.capacitor bank of 22 KVR x 3Nos capacity alluminium bus bar including insulators,wiring connecting complete connecting for 1)Contactor Main MN 65,FA/SD with FN 200 amps SFuse unit 3nos 2) Over Load relay - 30 to 50 Amps-3Nos 3) Timer -0 to 60sec -3Nos 4) Control fuse with link -4 Amps x4 Nos-3Nos 5) Current transformer- 150/5 -3Nos 6) Ammeter -400/5 suppressed scale -3Nos 7) Voltmeter-0 to 500 V - 3No 8) Push Button 3 Nos for each starter unit indicating on/off/trip -3Nos 9) Over voltage/under Voltage relaay- A.C.V.D.2 -3Nos 10) Bus bars 2x75x10 alluminium of required length All the electrical components should be of L&T/ Crompton Greaves or equivalent confirming to IS Specifications suitable to operate one motor at a time etc with proper insulation and precaution all complete as directed by Engineer-in-Charge
Earthing point to be made out of 600x600x6 G.I. plate 1" pipe, funnel salt, charcoal complete with excavation, back filling,with brick wall chamber and top chamber cover etc.as directed by the Engineer in charge
Supplying, fixing, testing & commissioning of 5 HP vaccum pump including suitable pannel board made out of 12/14 S.W.G. CRCA sheet. duly painted with approved colour of size consisting of starter main switch indicator lamp ammeter voltmeter etc,suitable cable. and connecting G. I. pipe(heavy duty) to the pumps including bends and tees,valves, etc. as required and providing self priming system as directed by the Engineer-in-charge
Providing and laying earth plate from pits to the motors as directed by Enginner in charge (a) 40x6mm
Providing and laying earth plate from pits to the motors as directed by Enginner in charge (b) 25x3mm
Supplying, installing, testing and commissioning 400 KVA, transformer with off load Tap charger of approved make like volt Amp/Kirloskar/equivalent with I.S.I certification mark, operated on 3 phase 50HZ oil immersed, naturally coiled copper wound out door type 11 KVA/415V vector group Dyn 11,ONAN,Outdoor type Transformer with off load Tap charger with +5% voltage tapping taken out on H.T. side in steps of +2.5% on H.T. winding connected in delta L.T winding connected in star and brought out and connected to seperate terminal of earthing sets with temperature rise not exceeding 450 c with thermometer in oil and 550 c by resistance with first oil filling, with errection of two pole structure of 11mts long of RCC electric pole with firm base stucture,having all D.P.sructure materials accessories and electrical items GOD,DOL,LA,PVC armoured cables of required size ,etc mounted and errected on 2 structure poles, all electrical items matching to the capacity of 400 KVA & obtaining power service connection as per the prevailing Electricity Rules with all 8 nos earthing points & materials with charcoal ,salt earthing plate,GI pipe connected with HDG strip , including of sub-station safety fencing of sub-stationon all four sides with entry gates as directed by the Engineer in charge with applying one coat of primer and two coats of silver (alluminium) painting etc all complete.The transformer to be placed on concrete pedestal of 1.8x1.8x2m as directed.
Supplying,errection, installing, testing and commissioning of Trivector meter as required to be insalled in the metering cubicle.The MRTwill be following the DLMS CAT B protocol and will be compatible to be coupled with the taptop.TheTrivector meter will be as per the Technical specifications of GED and will be tested by MRT Div-VII Make: L&T/Secure and as directed by the Engineer in charge. Supplying,errection, installing, testing and commissioning of Modem for communiction to be insalled in the 11 KV metering cubicle,the modem should be as per MRT requirements and as directed engineer in charge Supplying,errection, installing, testing and commissioning of 11 KV CTPT GED Metering & check metering cubicles with CT's and PT's of specified ratio,class of accurcy and burden.The CT's and PT's will be tested by GED and MRT before installation .Metering cubicle will be as per the technical specification & as per approved GED and MRT and will be having seven sealing arrangements Make of CT & PT/Kalpa/Pragati/Kappa.The Metering will be provided with the tubular poles for its mounting arrangements and as directed by the engineer in charge.
Supplying,errection,testing & commissioning of High Tension insulation insole coating on the interior of the 11 Kv metering cubicle internal equipments and as directed by the engineer in charge.
Supplying,errection,testing & commissioning of Non Extensible load break switch 400 Amps,switch gear will be oil type as approved and required by GED for isolation and protection of transformer.The load break switch will be having protection system mechanism and plunges type HRC bottle type fuses with an fault tripping arrangements Make:Lucy Electric/Siemens and as directed by the engineer in charge.
Dismantling of two pole structure, pedastal alongwith 160KVA transformer from sub station all D.P.sructure materials accessories and electrical items GOD,DOL,LA etc.Fencing and gates transported and stacked all items at deprtment stores as directed.
Supplying and laying graded granitic stone aggregate 40mm nominal size as directed
Wiring for light point with 1 sqmt PVC insulated copper conductor cable in PVC coping of approved colour puiono type marking switch on teak wood double board with white/cream colour on sunmica on the front side including painting etc as required …Medium point
Wiring for light point with 1 sqmt PVC insulated copper conductor cable in PVC coping of approved colour piono type marking switch on teak wood double board with white/cream colour on sunmica on the front side including painting etc as required …Long point
Wiring for fan point with 1.5 sqmt PVC insulated copper conductor cable in PVC casing coping of approved colour piono type marking switch on teak wood double board with white/cream colour on sunmica on the front side earthing the regulator including painting etc as required …Medium point
Wiring for fan point with 1.5 sqmt PVC insulated copper conductor cable in PVC casing coping of approved colour piono type marking switch on teak wood double board with white/cream colour on sunmica on the front side earthing the regulator including painting etc as required …Long point
Wiring for exhaust fan point with 1.5sqmm PVC insulated copper conductor cable in PVC casing coping of approved colour piono type marking switch on teak wood double board with white cream colour on sunmica on the front side including painting etc as required... Long point
Wiring for 3 pin 5 amps plug point with 1.5sqmm PVC insulated copper conductor cable in PVC casing coping of approved colour including providing and fixing 3 pin 5 amps socket outlet and 5 amps piono type marking switch on teak wood double board with simica on the front side and earthing the third pin painting etc as required ....on board
Wiring for 3 pin 15 amps plug point with 4.0sqmm PVC insulated copper conductor cable in PVC casing coping of approved colour including providing and fixing 3 pin 1 5 amps socket outlet and 15 amps piono type marking switch on teak wood double board with sumica on the front side and earthing the third pin painting etc as required ....Extra long point I
Wiring for 3 pin 15 amps plug point with 4.0 sqmm PVC insulated alluminium conductor cable in PVC casing coping of approved colour including providing and fixing 3 pin 1 5 amps socket outlet and 15 amps piono type marking switch on teak wood double board with sumica on the front side and earthing the third pin painting etc as required ....Extra long point III
Wiring for circuit with 2x1.5 sqmm PVC insulated copper conductor cable in PVC casing coping of approved colour etc as required
Providing and fixing tripple pole and neutral slofred lid type sheet steel distribution board of approved make provided with 200 amps bus bar neutral link suitable for incarporating single pole double pole and tripple pole MCB's without MCB's including making connection as required etc
Wiring for submain with 2x4.0 sqmm pre insulated copper conductor cable in PVC casing coping of approved colour etc as required
Supplying and fixing of bulk head fitting suitable for 100 watts lamps complete with accessories including connection as required..category C
Commissioning of pre wire flaroment fitting of all type complete with all accessories and pubes etc directly on ceiling/wall
supplying ,Installation testing and commissioning of ceiling fan and regulator including wiring the own rod of standard length etc as required
Installation of exhaust fan up to 450mm sweep I the existing opening that is marking the hole to suit the size of above fan making good the damages testing commissioning etc as required
Extra for fixing the louvers shutters complete with frame for exhaust from all size
Providing and fixing single pole miniature circuit breaker suitable for 250V 50HZ with overload and short circuit tripping device with inverse time delay charactoristics including making connections etc as required painting 5 amps to 30 amps of approved make with ISI mark
Providing and fixing tripple pole miniature circuit breaker suitable for 440V 50HZ with overload and short circuit tripping device with inverse time delay characteristics including making connections etc as required rolling 5 amps to 30 amps of approved make with ISI mark
Providing and fixing tripple pole insulator switch only version of MCB's suitable for for 440V 50HZ supply with on and off study switch handle and including making connection etc required rating 30amps approved make with ISI mark
Supplying and fixing and shaped mild steel fan hook for ceiling fan using 12mm dia MS bar including breaking plastering and pointing of the breakages etc complete as required
Providing and fixing 3 phase meter boxes constructed of sheet steel and finish as attractive store enamelled paint suitable for incarporating 3 phase MCB and energy meter but without MCB and meter including making connection etc as required (size 500mmx360mmx170mm)
Supplying and fixing teak wood double board including varnishing frame inside and outside 300mm x350nn (Nominal) on surface with suitable size of white cream colour sumica cover of required size etc as required
Supplying and fixing 3 pin 15 amps socket oulet as the existing wooden board including connection etc as required
Earthing with G.I earth pipe 2 mts long and 40mm dia without masonry enclosure but including salt and charcoal /coke as required as per drawings.
Supplying and installation of HPMV fixtures 250V medium by light fitting complete with lamp
Supplying industrial exhaust fan of size 18" of approved make anchor/crompton/orient make with ISI mark
Laxmi Civil Engineering Services Pvt Ltd
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