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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.3 LAccepted-AOC EAST DIGHI TANK OLD LIC COMPOUND GAYA BIHAR 823001 | GAYA | BIHAR | 823001 | ₹21.3 L | 1 | Accepted-AOC BEING LOWEST |
| 2 | 2₹23.9 L+₹2.6 L (12.4%)Rejected-Finance SANDHYA NIWAS MAGADH COLONY ROAD NO 03 SHERGHATI ROAD PS MAGADH MEDICAL COLLAGE DIST GAYA PIN 823001 BIHAR | GAYA | BIHAR | 823001 | ₹23.9 L+₹2.6 L (12.4%) | 2 | Rejected-Finance NOT BEING LOWEST. |
Tender Value
₹24.3 L
EMD Value
₹48,676
Closing Date
4 Sept 2021, 6:00 pmClosed
GE GAYA
Garrison Engineer Gaya Paharpur Mil Stn Gaya
Spl Rep to UG Sump alongwith pump and allied services at Golf view loc near gate No 3 at Mil Stn Gaya
2021_MES_466753_1
8025/GE/E-8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer Gaya Paharpur Mil Stn Gaya
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE GAYA
₹48,676
Yes
17 Sept 2021
10 Aug 2021
6 Sept 2021
10 Aug 2021
4 Sept 2021
23 Aug 2021
Amount
Surface excavation n.exc 30cm deep & averaging 15cm deep and getting out in hard/dense soil.
Excavating over areas n exc 1.5m in depth for foundation etc. and getting out in in hard/dense soil.
M&L PCC type B 1 (1:4:8) using 40 mm graded stone aggregate as in foundations, filling and mass-concrete complete.
Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat
M&L RCC M-30 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete
M & L for Hard core of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface
M&L 75 mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in plinth protection / sub base
Use and waste formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better of rough finished surfaces of concrete.
Use and waste formwork to sides and soffits of domes, vaults, shell roofs and arch ribs of rough finished surfaces of concrete.
M&L RCC M-30 design mix using 20 mm graded aggregate in walls, basement walls and the like; any thickness; above top of footings; incl attached pilasters and buttresses.
M&L RCC M-25 design mix using 20 mm graded aggregate in Domes, vaults, shell roofs, arch ribs and folded plates
M&L Rendering 10mm thick on fair faces of concrete surfaces (roof) in CM (1:3) finished even and smooth with using extra cement with WPC as per manufacturer instruction (without using extra cement complete. Note : WPC will be measured and paid separately complete.
M&L Mild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality
-ditto- all as per Item NO 13 Above but 6 to 8 mm dia as in spacers and binders
-ditto- all as per Item NO 13 Above but 6 to 10 mm dia as in Stirups
M & L Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:3) in ceiling
M & L Rendering 15mm thick on RCC, stone, masonry surfaces or fair face of brickwork in CM (1:4) finished even & smooth with WPC as per manufacturer instruction (without using extra cement) complete. Note : WPC will be measured and paid separately.
Supplying only liquid water proofing compound
M & L for cleaning the existing concrete, mortar surfaces, free from loose adhering particles and applying two coat of Flexible Protective and Waterproofing of SikaTop® SeaI-107 in ratio 1:4 and 1st coat consumption 1-1.5 kg/m2 & 2 nd coat consumption 0.8 - 1 kg/m2 approx, all as per manufacturer instructions complete as specified and directed by Engr - in-Charge.
M&L for two coats of cement based paint over a coat of cement primer including preparation of old/newly plastered surfaces complete all as specified and directed by Engr-in-Charge
M & L of applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil.
Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point
M & L for cleaning of existing concrete, mortar surfaces, free from loose adhering particles and applying two coats of water based protective epoxy coating Sika guard 67 of consumption 0.20 - 0.25 kg/Sqm per coat approx, over a coat of primer of Sikaguard 67 diluted with water (20 % by weight) of consumption 0.15 - 0.20 kg/Sqm for holding drinking water, all as per manufacturer instructions complete as specified and directed by Engr - in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped end etc.
S & F of PVC Water Bar 150 x 6 mm thick complete.
S & F framed work such as grills, gratings etc, with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks & similar work conform to Fe 290-0 Gde E-165.
M & L for forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A'
S & F G I welded mesh 50x50x 16 Gauge and fixed with MS frame work complete.
S & F Stainless steel wire mesh 0.36 mm dia of wire and aperature is 1.40 mm and fixed to MS frame work with pins or staples complete all as specified and directed
M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming toIS-15658-2006 of 80mm thickness M-40 Grade with grey cement and pigment complete all as specified and as directed.
Supply and spreading of sand including ramming and consolidation complete.
M & L brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:4
Excavation in trenches n.exc 1.5 mtr wide and 1.5 mtr in depth in hard/dense soil for taking up, laying of pipe line and getting out.
Material and labour for sand cushioning for under ground cable with locally available sand for protection of cable including spreading and consolidations, complete all as specified and directed.
Supply and laying in trenches dry well burnt locally available sub class “B” bricks designation 75 over sand cushioning for protection of cable complete all as per specified and directed.
Supply, laying, testing and commissioning of DI pipe of 150mm dia bore with spigot and socket ends conforming to IS:8329/2000 centrifugally cast class K-9 suitable for push on joint including rubber gasket jointing with cement mortar lining inside the pipe with outside zinc and bituminous coating laid in trenches/ on surface/ over masonry pillar and connection to old or new position complete all as directed. Make : TATA/Electrosteel/Jindal/Jai Balaji
Supply, installation, testing and commissioning of horizontal openwell submersible monobloc pump set, electric driven, 3 phase AC, 415 volts of motor rating 7.5 KW / 10 HP capacity, pump having discharge of 1285 LPM at 25 mtr head including lowering into UG sump and making all electric and water connections complete all as specified and directed. Make: KSB Model : MR 10.LH or equivalent in Crompton Greaves/ Kirloskar
S&F flat copper cable of size 6 sqmm 3 Core PVC insulated and PVC sheathed, 1100 volts grade conforming to and marked with IS:694:1990 including connection with proper size copper thimble complete all as specified and directed. Make : Finolex/Havells/Plaza
S&F mild steel pipe conforming to IS:1239 Part-I of 2004, 150mm bore type class 'B' including fabrication and bends fitting of required size at pump house and synthetic enamel painting two coat complete including pipe holding clamps with UG sump as per site requirement all as specified and as directed by Engineer-in-Charge. Make : Surya /Jindal/TATA
S&F mild steel pipe conforming to IS 1239 Part-I of 2004, 100mm bore flanged type class 'B' including fabrication and bends fitting of required size at pump house and synthetic enamel painting two coat complete including pipe holding clamps with UG sump all as specified and as directed by Engineer-in-Charge. Make : Surya /Jindal/TATA
M&L construction of valve pit chamber of internal size 750mm x 750mm x 750mm including necessary excavation, earth work, PCC 1:4:8 in foundation type D-2 using 40mm graded stone aggregate, brick wall in CM 1:4, PCC 1:2:4 type B1 for coping, 15mm thick rendering in CM 1:4 including provision of MS sheet cover 3.0 mm thick with MS angle frame 25 x 25 x 3mm all round and at diagonals of size 40 x 40 x 6mm and also MS plate welded to MS angle as shown in drawing, embedded in concrete with suitable hinges and locking arrangements, including two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed.
S&F XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade of szie 35 Sqmm x 3.5 Core laid in trench/duct/drawn through GI pipe/road crossing/fixed to wall with clamp including connection using aluminium thimble, cable gland complete all as specified and directed.
M&L Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr. Below ground level connecting to GI Strip 25x4 mm dia size by means of bolts, check nuts and washers of GI and earth wire protected by provision of GI pipe light grade, 15 mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20 mm graded crushed stoned aggregates with 40 mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x3mm with lughs 2 Nos and with 6mm dia MS bar handle made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge plate, common salt and charcoal filling, test pont made out of phosphorous bronze with fixing arrangement, funnel, wiremesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding 50 mtr, all as per electrical plate No-3 of SSR 2009 Part-I and connection all as specified and testing on completion.
S&F CI/DI fitting for spigot socket pipe such as bends (any type, radius and angle) tapers any type (straight, bend increasing, decreasing or double socket etc), Tee pieces single branch, "Y" junction, double branch, cross collars, caps & plugs upto 150 mm dia bore complete all as specified and directed.
Cutting cast iron pipes and reducing to required length before laying, in position for insertion of new tees, branches, etc up to 150 dia bore.
S&F sluice valve of size 150mm bore, class PN 1.6 heavy duty flanged ends with brass spindle, cast iron wheel for operation confirming to IS-14846: 2000 including flanged joint on both side with rubber gasket, nut, bolts and washer complete all as specified and directed. Make : Kartar/Ramco/Bir/Sant
S&F non return valve of size 150mm bore heavy duty flanged end confirming to IS-5312 including flanged joint on both ends with rubber gasket, nut, bolts and washer complete all as directed at site. Make : Kartar/Ramco/Bir/Sant
S&F non return valve of size 100mm bore heavy duty flanged end confirming to IS-5312 including flanged joint on both ends with rubber gasket, nut, bolts and washer complete all as directed at site. Make : Kartar/Ramco/Bir/Sant
M/S SURYA BUILDERS
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