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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC | L1 | Accepted-AOC work allotted to Shivtajjit Builders | |
| 2 | L2₹53.4 L+₹6.0 L (12.7%)Rejected-AOC | L2 | Rejected-AOC Higher rates |
Tender Value
₹41.0 L
EMD Value
₹81,900
Closing Date
25 Nov 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer WSS Division no. 2 Amritsar
Bifurcation of Providing Water Supply Schme Abadi Chhina Patti Block Tarsika District Amritsar Under NABARD XXVII
2021_WSS_71499_3
8329-58 Dated 02.09.2021 at village Abadi Chhin
Open Tender
Civil Works
Item Rate
180 days
Amritsar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹81,900
9 Mar 2022
28 Oct 2021
26 Nov 2021
28 Oct 2021
25 Nov 2021
28 Oct 2021
Amount
Boring with casing pipe for tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested, equipment as required such as hand boring machine and its accessory,transportation to site and vice versa etc. complete in all respect.
(b) Boring with 250mm I/d Housing Pipe pto 150 m depth BGL. 0 to 150m
Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
(c) 200mm nominal diameter (weight 33.6 kg per metre) 6.4 mm thickness
Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore.
(e) 200mm Steel Strainer (slot size 0.75mm) 6.30 mm thickness
Supplying, fixing and lowering of stainless steel socket as per IS 8110-2000 or latest, ISI Marked duly welded with suitable grade SS Welding electrode to lower the strainer into tubewell bore complete in all respect. (b) 200 mm internal diameter
Supplying, Lowering & fixing of M.S. special socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect. (c) 200 mm internal diameter
Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
Collection of water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
Supplying and fixing well cap having thread to fix on housing pipe complete in all respect (c) 200 mm internal diameter
Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect. (b) 200mm internal diameter (weight 33.6 kg per meter) 6.4 mm thickness
Supplying & fixing of M.S. Clamp of size 150mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
Development of stabilizing of the tube well with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. (a) Capacity of Air compressor 300 cfm at 250 PSI
Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge.
Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
Provision of Sanitary clay seal (as per BIS Code IS2800:2019) including Sterlization of Tubewell.
Construction One No. 25KL (25,000 ltrs) capacity having height 17.20 mtr of up to FSL & 15.50 sill level from ground level complete with external RCC stair case with landing slabs of each staging RCC roof, ventilator singe main hole cover lightening conductor etc. complete as decribed in schedule No. 3 . Providing & fixing DI-K9 Pipe as per IS 8329 expansion joint conforming to IS -13382 and CI/DF sluice Valve duly ISI marked ( IS 14846-2000 or latest) one each with inlet, outlet and scour pipes including providing and installing intel,outlet and scour pipes and overflow DI-K9 Pipe as per IS 8329 and latest duly IS marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification ( The specification & drawing are based on safe bearing capacity of soil of 8.75 tones per sqm.In case the safe bearing capacity of soil is less than 8.75 tonne per sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing standard capacity as per DWSS specifications. The difference in quantites from the standard drawing based on 8.75 tone per sqm safe bearing capacity with be paid as per CSR+prevalling celing premium including providing & fixing automatic Electronic water level control device & over flow haudi & Aluminium ladder inside the tank and construction of Plinth protection around OHSR with masonary toe wall with 40mm thick CC1:2:4 on top over 100 mm thick CC 1:8:1:16 & inside earth filling including overflow haudi complete in all respects.
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Mechnically) (10kgf/sqcm) (excavation & including specials)
110mm o/d pipe of 10 Kgf/sqcm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge) 100mm o/d
Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete. (2x3=6 kg)
Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (size 0.9m x 0.9m)
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Manually) (6kgf/cm2) (excavation & including specials)
PVC pipe 63mm o/d
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Mechnically) (6kgf/cm2) (excavation & including specials)
PVC pipe 63mm o/d
PVC pipe 75mm o/d
PVC pipe 90mm o/d
PVC pipe 110mm o/d
Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.
PVC pipe 63mm o/d
PVC pipe 75mm o/d
PVC pipe 90mm o/d
PVC pipe 110mm o/d
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge) Class PN-1 as per ISI
P/F & Jointing and ISI Marked gun-metal peet valve (heavy pattern) as per IS-778 with hand wheels on G.I. Pipe lines laid in the ground or inside building including all carriage complete.
50 mm i/d Gun metal peet valve (heavy duty)
65 mm i/d Gun metal peet valve (heavy duty)
Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete No. with Each 3kg i.e
Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department With each of Size 0.6m x 0.6m
Providing proposed water connection to household upto wall with providing, laying, jointing, testing G.I pipeline 15mm i/d =2.50 mtr, B-class as per CSR 28.36(a), (above GL), providing & fixing MDPE pipe 15mm i/d with special 2.0 mtr below GL including cost of special such as tees, bends, sockets, elbow, peet valve, union, nipple & hooks .etc cutting , threading & testing in trenches in the ground and ISI 15mm i/d GM ferrule as per IS:2692 & 3"" i/d clamp with C.I bib cock, 15mm i/d as per IS:210 with siainless steel spindle of approved make as per CSR 30.65(b).
Providing, Installing, testing & commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6 Litres of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg.cm2, and suction lift not less than 1.5 m, as per DWSS standard specifications.
Construction of Pump Chamber size 3.05×3.70M
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
First class burnt work laid in cement sand mortar 1:7 in foundation and plinth
Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded
20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded
First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block.
115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
Extra for using batch type concrete mixer as per IS : 1791 where not included in the rates
Extra for using needle vibrator where not included in the rates .
Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gauge and 100mm fine sand filling. using mechanical mixer for mixing of material (Description as per AC Slip)
Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aagregate 40 mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material(Description as per AC Slip)
12.5 mm thick cement plaster 1:4
Plastering on underside of ceiling 10mm thick cement plaster 1:3
Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.panelled, glazed or glazed and panelled. (40mm thick)
Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them) (30mm thick)
Kiln seasonal Hollock wood cup board chowkats including iron hold fasts, iron hinges corner traps, wooden knobs or handles fixed in position (Size 45 x 60mm).
Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. Door,Ventilator,Windows,Cup board
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)
Applying priming coat with metal primer on new steel or iron work including preparation of surface.+Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (AS PER AC SLIP 1 CSR-2020 16.21 item Deleted)
Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.(a)UPVC 110 mm coluping/ socket.
Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete
Doors and Windows frame of size 118mm x 60mm with 40mm wide single rebate weighing 3.43 kg per meter.
Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet all finished smooth, where specially specified.
Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 metres
White washing (Three coat)
Finishing walls with water soluble exterior cement based exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade
Providing & fixing glass strips 4mm thick in floors
50mm wide
40mm wide
Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete
Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade(Qty as per sr.no 36)
Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area Ventilator and Windows
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/ 25mm dia (1.6mm thick) ISI Marked recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts (socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1½" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-
Wiring fan point (Without fan box)
Wiring light point
Wiring 6Amp. Plug control comprising wall socket point
Wiring 16/20Amp. power plug control point
GALVANIZED IRON PIPES AND G.I. EARTHING: Supply & erection of G.I. pipe (A-Class) as per IS:1239 (Part-I) 2004 including sockets, bends, inspection boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD General Specifications:-
Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).
Earthing with 8 S.W.G. (4mm dia) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 14Meter in length)
Providing and fixing of ceiling fan of reputed make such as Crompton or equivalent
Providing and fixing of electric tube set of reputed make
Construction of gravel pit inside the Pump Chamber complete in all resspect.(As per Detail Attached)
Exrta Provision for Sanitary Latrine in pump Chamber
CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m)
Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering 189 LPM against a head of 56 mtr along with electric panel board consisting of electric appliances such as automatic Star Delta Push Button or oil immersed Starter, Main Switch, VM, Ampere Meter, ELCB, Shunt Capacitor, Single Phase preventer, Indicating Lamps, Kit-Kat etc. including G.I. Column Pipe of suitable size 65 mm =36 mtr (in 3 mtr lengths each with flanges , screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable (reputed make) complete in all respects as per standard Specifications.
Cost of pumping set
Cost of lowering 65mm i/d (with length)
Cost of submersible 2.5mm2 Cable (with Length)
Cost of Panel Board
Providing and installing 100mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects as Annexure A12 – 1 & Drawings D-12 & D-17.
Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing D-6 & 8.
Providing & Fixing PCC Fencing Poles With 6' height, 3" x 3" Top & 4" x 3" Base provided with 3 nos. hooks complete in all respects
Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3.
Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7.
Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including D-4 & Analysis A-4 complete in all respects
Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7.
Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing D-20
Extra Carriage of Sand (Fine Aggregate) Payable upto lead 110 Km
Extra Carriage of Bajri (Course Agrregate) Payable upto lead 110 Km
Rough grassing including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm,removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, levelling and dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting doob grass in rows 15 cm apart in both directions, watering and maintenance till first mowing.
Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control
Supplying and planting permanent trees in prepared pits and watering
Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row.
Planting bulbous flower beds including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant and row to row.
Provision for one way stand post with khura complete in all recpect.
Note:- 1. Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantities.(Refer ITB clause 4 (d) & GCC clause 3.4). 2. Unit rates and prices shall be quoted by the bidder in Indian rupee. 3. Where there is a discrepancy between the rate in figures and words, the rates in words will govern. 4. Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern
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