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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
22 Jun 2026, 10:00 am
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWSSD NO.1 AMRITSAR C-BLOCK RANJIT AVENUE
DNIT FOR ESTABLISHMENT OF WATER QUALITY LAB INCLUDING MODIFICATION CONSTRUCTION OF ADDITIONAL ROOMS ETC AT KOTHI NO SA 1 BLOCK C RANJIT AVENUE AT AMRITSAR
2026_DLG_169537_1
ESTABLISHMENT OF WATER QUALITY LAB
Open Tender
Civil Works
270 days
AMRITSAR
DNIT FOR ESTABLISHMENT OF WATER QUALITY LAB INCLUDING MODIFICATION CONSTRUCTION OF ADDITIONAL ROOMS ETC AT KOTHI NO SA 1 BLOCK C RANJIT AVENUE AT AMRITSAR
2 documents required · 2 mandatory
₹1,000
₹3.0 L
AMRITSAR
5 Jun 2026
5 Jun 2026
22 Jun 2026
5 Jun 2026
22 Jun 2026
5 Jun 2026
10 Jun 2026
STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS
DNIT for Establishment of Water Quality Lab Including Modification construction of additional Rooms, at Kothi No. SA-1(Block - C Ranjit Avenue) At Amritsar
at Amritsar Town (District Amritsar), Punjab
Part-A&B (Capital Works) Percentage Rate Rs. 62.70 Lakh
Part-C (Capital Works) Item rate
DNIT for Establishment of Water Quality Lab Including Modification construction of additional Rooms, at Kothi No. SA-1(Block - C Ranjit Avenue) At Amritsar
Name of Bidder:
General Summary
S.No Particulars Total Amount (Rs)
1 Capital Works: Percentage Rate (Part 1)
i. CIVIL (PART-A) 5,155,227.43
ii. ELECTRICAL (PART-B) 1,115,414.70
Total Capital Works Amount (Part 1 A+ B) (In Rs): 6,270,642.13 Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.
Percentage Above/Below/At Par Select %
Amount as per percentage quoted, Percentage Rate (Part A) (Amount in Rs) 0.00
2 Capital Works: Item Rate (Part 2)
(Part - C- N.S Items) Capital Works:(ii):Item Rate (Part 2) 0.00
Sub Total: Capital Works: (Part 2) 0.00
3 Capital Works: Sub-total (Part 1+Patr 2) 0.00
Amount In Words No Rupees and No Paise
Provisional Sum (Not part of bidding) Rs in Lakh = 28.48
NOTE:- All rates are inclusive of all taxes.
Name of Work :- Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Abohar Town, District Fazilka, Punjab under AMRUT 2.0 Scheme
Name of Bidder:
General Summary
S.No Particulars Total Amount (Rs)
Capital Works: Percentage Rate
1 CIVIL (PART-A)
2 MECHANICAL (PART-B)
3 ELECTRICAL (PART-C)
Estimate Amount (Part A, B & C) (In Rs): 0.00 Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.
Percentage Above/Below/At Par Select %
Amount as per percentage quoted, Percentage Rate (Part A, B & C) (Amount in Rs) 0.00
Amount In Words No Rupees and No Paise
Provisional Sum (Not part of bidding) Rs in Lakh = 28.48
Part-2 N.S Items
S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)
1. Capital Works ' NON CSR based Items- Part- 1 (1.2)
1 NS Providing and fixing silent Power Generator - DG set of 100 KVA capacity CPCB iv compliant with AMF Control Panel Job includes construction of platform, earthing, and commissioning with existing electrical system Nos. 1 0
2 NS Providing, installing and commissioning of Split AC (5 Star Inverter) inclusive with stabilizer & stand for Laboratory Block.
i). 1.0 Ton Nos. 2 0
ii). 1.5 Ton Nos. 4 0
iii). 2.0 Ton Nos. 5 0
iv). 2.5 Ton Nos. 1 0
3 NS Providing and fixing of Main Entrance Toughened Glass Door of 12 mm plain locking arrangement. Rate includes installation charges & taxes complete in all respect Sqm 10 0
4 NS Providing and fixing of Biometric Access & Attendance machine at Access Control Door to Laboratory. Rate includes installation charges & taxes complete in all respect Nos. 1 0
5 NS Providing and fixing of sofa sets, centre table. Rate includes taxes complete in all respect Nos. 1 0
6 NS Supply of Ace chair with head rest. Rate includes taxes complete in all respect Nos. 20 0
7 NS Supplying, installation and commissioning of All in One Computer of Core I5, 13th generation, 512 SSD, 16 GB RAM, 24" LED, 2011 Windows, 2024 MS Officewith 1 yr warranty and UPS. Rate includes all taxes Nos. 8 0
8 NS Supplying, installation and commissioning of Laserjet printer with wifi of reputed make. Rate includes all taxes Nos. 8 0
9 NS Supply of office almirah of size 77.4" x 35.4" x 19.7 " of reputed make. Rate includes taxes complete in all respect Nos. 10 0
10 NS Providing and fixing window zebra blinds including pelmetand installation charges for laboratory block. Rate includes taxes complete in all respect Nos. 50 0
11 NS Supply of wooden cabinet of size 70 x 90 cm of reputed make. Rate includes taxes complete in all respect Nos. 10 0
12 NS Providing, installing and testing of fire fighting system in Laboratory Block. Job includes fire extinguishers, first aid hose reel, down comer, automatic detection and alarm system complete. Rate includes all taxes. Nos. 1 0
13 NS Supplying of crockery set of reputed make. Rate includes taxes complete in all respect Nos. 2 0
14 NS Providing, fixing and commissioning CCTV cameras, NVR, 2 No. LED, UPS and other accessories complete in all respect and connection with old building along with cabling and allied accessories for laboratory block. Rate includes taxes complete in all respect Nos. 1 0
15 NS Supplying of 120W LED street light, energy efficient LED light of reputed make. Rate includes taxes complete in all respect Nos. 4 0
16 NS Supplying and fixing of BLDC ceiling fan, energy efficient with remote of sweep size 1200 mm, 5 star with 3 yr warranty of reputed make. Rate includes taxes complete in all respect Nos. 20 0
17 NS Supplying and fixing of 40W LED concealed light for false ceiling of size 2 feet x 2 feet of reputed make. Rate includes taxes complete in all respect Nos. 100 0
18 NS Providing, installing and commissioning of 1 No. 6 KVA Online UPS System with battery of 25 AH/12V and accessories (battery rack, battery interlinks, battery breaker, battery wire), paralleling kit and electric cable and switchgear as per site requirement. Rate includes all taxes. Nos. 1 0
19 NS Providing, installing and commissioning of 1 KLD Effluent Treatment Plant compact type to treat the raw effluent and to give the treated water as per the parameters described in manufacturer's catalog. Rate includes construction of platform (civil work) and all taxes. Nos. 1 0
20 NS Supply of wooden reception table of size 150 x 108 x 87 cm of reputed make. Rate includes taxes complete in all respect Nos. 1 0
21 NS Supplying conference table 10 seater of reputed make. Rate includes taxes complete in all respect Nos. 1 0
22 NS Supplying office work table of size 120 x 74 x 60 cm of reputed make. Rate includes taxes complete in all respect Nos. 10 0
23 NS 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 160A MCCB with multi-function meter, Surge Protection Device, indication lamps for R-Y-B, On-Off-Trip complete as required - 2 Set Bus-Coupler: TPN 160A MCCB with indication lamps for R-Y-B, On-Off-trip complete as required -1 Set Mechanical & Electrical interlock to be provided between incomers & bus-coupler Outgoing: a) 63A TPN MCCB 25 KA - 10 set b) 18 KVAR (1x5+2x3+3x2+1x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c)32A TPN MCB 10 KA - 3 set d) 63A SPN MCB 10 KA - 3 set e) 32A SPN MCB 10 KA - 3 set Each 1 0
24 RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 100 0
25 NS Supplying, Installation, Testing & Commissioning of Electrical Driven fire fighting duty Terrace pump (02 nos Horizontal End suction Centrifugal Back pull type,capacity-350 LPM,Head- 20 m) as per TAC and IS 12469- 1988., Factory assembled in Pump make OEM suitable for automatic operation,and Weather proof hood fabricated from 5mm thick UV stablised FRP sheet supported by 50 mm x 50 mm x 5 mm Angle Iron frame above pumpset to protect it from weather and all related pipe & fittings,isolation valve,NRV,air release valve,drain valve etc.All as per pre approved by Engineer in-charge. Job 1 0
26 NS Building Drawings and Structural Design Drawings Job 1 0
Capital Works ' NON CSR based Items (In Rs) 0.00
Provisional Sum Amount (in Lakhs)
Sr. No. Description
(A) Provisional Sum : (Capital Cost)
1 Advisory Consultancy Charges
2 Project Management Advisory Charges @4% of the total project cost for Establishment & operationalisation of Lab (GST @18%) 8.02
3 Electrical Load Enhancment Charges/ PSPCL Charges 5.00
4 Fire approval and Building approval charges 2.00
Sub Total (A) Provisional Sum 15.02
(B) PWSSB Charges and Cess :
5 Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 1.70
6 PWSSB ( Admin ) Charges @ 6 % on Capital Cost 10.20
7 Third Party Inspection Charges @ 0.92% 1.56
Sub Total (B) PWSSB Charges and Cess 13.46
Provisional Sum (NOT PART OF BIDDING) 28.48
S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)
1. Capital Works CSR based Items (Part -A) - CIVIL
Sub-Head: No. I - Distribution Network
8.5 Dismantaling brick work tile,masonry or tile linning
1 (b). In Cement Cum 10.39719626 718.487 Seven Hundred Eighteen Rupees and Forty Nine Paise 7,470.25
8.6 Dismantaling Concrete
2 e) RCC Cum 6.20 2321.91 Two Thousand Three Hundred Twenty One Rupees and Ninety One Paise 14,401.00
3 6.6 Earth work in excavation in foundations trenchesetc. 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 oftrenches, stacking the excavated soil clear fromthe edge of excavation and subsequent fillingaround masonry in 15 cm, layers with compactionincluding disposal of all surplus soil as directedwithin lead of 30 metres. Cum 34.17 191.74 One Hundred Ninety One Rupees and Seventy Four Paise 6,552.51
4 11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. Cum 17.09 5281.20 Five Thousand Two Hundred Eighty One Rupees and Twenty Paise 90,240.99
5 11.6 First class burnt brick work laid in cement sand mortar 1:5 in First Storey up to 4 mtr above plinth level. Cum 56.39 5426.58 Five Thousand Four Hundred Twenty Six Rupees and Fifty Eight Paise 305,993.10
10.11 Cement concrete 1:4:8
(b). With Stone agreegate 40mm gauge
6 (ii) Mixing by mechanical means using concrete mixer volumetric type Cum 177.7349122 3812.6165 Three Thousand Eight Hundred Twelve Rupees and Sixty Two Paise 677,635.06
7 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 105.12 221.235 Two Hundred Twenty One Rupees and Twenty Four Paise 23,257.18
8 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 84.55390335 560.462 Five Hundred Sixty Rupees and Forty Six Paise 47,389.25
9 10.17 Reinforced cement concrete M-30 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 foundation and plinth Cum 15.25771736 6002.843 Six Thousand Two Rupees and Eighty Four Paise 91,589.68
10 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.Cworks, where not including in the complete rate of RCC including bending and binding placing inposition complete Qtl. 13.73 6,844.59 Six Thousand Eight Hundred Forty Four Rupees and Fifty Nine Paise 93,989.53
11 18.4 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 Qtl. 3.00 9,628.99 Nine Thousand Six Hundred Twenty Eight Rupees and Ninety Nine Paise 28,886.97
12 18.31 Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat Sqm 16.17 690.04 Six Hundred Ninety Rupees and Four Paise 11,158.68
13 15.9 12.5 mm thick cement plaster 1:4 Sqm 445.9814126 199.1115 One Hundred Ninety Nine Rupees and Eleven Paise 88,800.03
14 14.7 Conglomerate floor 50mm thick cement concretetopping 1:2:4 using mechanical mixer for mixingof material Cum 17.33959785 364.511 Three Hundred Sixty Four Rupees and Fifty One Paise 6,320.47
15 14.113 Providing and laying vitrified floor tiles of different sizes in light colour shades made using Double Charge technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete.
(b). Size 800mm x 800 mm Sqm 194.91 1247.34 One Thousand Two Hundred Forty Seven Rupees and Thirty Four Paise 243,117.32
16 14.120 (b) Grouting the joints of flooring tiles having joints of 3mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and .20 kg of resin per kg),including filling/gouting and finishing complete as per direction of engineer-in-charge. Sqm 194.9079926 147.49 One Hundred Forty Seven Rupees and Forty Nine Paise 28,746.98
17 14.128 Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Glossfinish/ Highlighter/emboss conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement:4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 32.51208178 898.6355 Eight Hundred Ninety Eight Rupees and Sixty Four Paise 29,216.51
18 14.131 Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. Litre 974.5399628 391.902 Three Hundred Ninety One Rupees and Ninety Paise 381,924.16
19 14.122 Providing and laying Rectified Porcelin floor tiles 400 x 400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Fine sand) for new flooring complete . Sqm 10.59 889.15 Eight Hundred Eighty Nine Rupees and Fifteen Paise 9,420.40
20 14.139 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge Sqm 327.88 848.07 Eight Hundred Forty Eight Rupees and Seven Paise 278,065.25
21 16.6 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 Sqm 810.10 64.26 Sixty Four Rupees and Twenty Six Paise 52,059.65
22 16.10 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade Sqm 810.0966543 79.0125 Seventy Nine Rupees and One Paise 64,007.76
23 16.13 Finishing walls with soluble exterior paint such. Water based walls. Sqm 364.1152416 84.28 Eighty Four Rupees and Twenty Eight Paise 30,687.63
24 16.63 Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) Sqm 77.2295539 93.7615 Ninety Three Rupees and Seventy Six Paise 7,241.16
25 16.58 Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm Sqm 95.63 163.29 One Hundred Sixty Three Rupees and Twenty Nine Paise 15,615.98
26 13.13 (i) 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 Sqm 250.464684 743.771 Seven Hundred Forty Three Rupees and Seventy Seven Paise 186,288.37
27 30.4 Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. Nos. 3 5035.73 Five Thousand Thirty Five Rupees and Seventy Three Paise 15,107.19
28 30.56 (A) Providing and fixing in position C.P. brass overhead shower 1 flow with shower arm with 15mm i/d inlet of approved make (to the approval of Engineer-in-charge) complete in all respect. Nos. 3.00 1,079.84 One Thousand Seventy Nine Rupees and Eighty Four Paise 3,239.51
29 30.65 (A) Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge) complete in all respect.
(i). C.P. brass Bib cock long nose/ long body foam flow without flange Nos. 9 1214.69 One Thousand Two Hundred Fourteen Rupees and Sixty Nine Paise 10,932.17
30 30.66 Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.
b). C.P. brass 15mm Concealed stop cock with flange. Nos. 9.00 1,268.41 One Thousand Two Hundred Sixty Eight Rupees and Forty One Paise 11,415.73
c). C.P.brass 15mm Angle valve without flange Nos. 9.00 870.19 Eight Hundred Seventy Rupees and Nineteen Paise 7,831.72
31 30.58 Providing and fixing in position towel rails/ring of approved make (to the approval of Engineer-in-charge) fixed in with rawl plugs embedded in walls with brass screws complete in all respect.
d). C.P. brass towel bracket (610mm long) Nos. 9.00 3,460.75 Three Thousand Four Hundred Sixty Rupees and Seventy Five Paise 31,146.73
32 30.46 Providing & fixing in position 15 mm i/d C.P brass wall mixer of approved make (to the approval of Engineer-in-charge) complete in all respect.
a). C.P brass wall mixer with Telephonic Shower Nos. 3.00 3967.48 Three Thousand Nine Hundred Sixty Seven Rupees and Forty Eight Paise 11,902.44
33 30.57 Providing and fixing in position paper holders of approved make (to the approval of Engineerin- charge) fixed in to wall with C.P brass screws complete in all respect.
a). C.P. brass toilet paper holder Nos. 3 1141.994 One Thousand One Hundred Forty One Rupees and Ninety Nine Paise 3,425.98
34 30.61 Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge)
c). Size 1500mmx600mm or any other size Nos. 3.00 2,915.03 Two Thousand Nine Hundred Fifteen Rupees and Three Paise 8,745.10
35 30.31 Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect
viii). Size 630mm x 500mm (above counter oval) Nos. 3.00 4697.56 Four Thousand Six Hundred Ninety Seven Rupees and Fifty Six Paise 14,092.67
36 17.43 Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete
c). I.S.I Designation No. III (size of door 851mm to 1000mm) Nos. 20.00 1380.09 One Thousand Three Hundred Eighty Rupees and Nine Paise 27,601.70
36 17.22 (v) Providing and fixing brass100 mm mortice latch and lock with 6 levers a pair of handles for aluminium doors including neccessary cutting and makes good etc. Complete. Nos. 20.00 361.35 Three Hundred Sixty One Rupees and Thirty Five Paise 7,227.01
38 28.35 Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete.
a). G.I Pipe 15mm i/d Mtr 149.39 311.10 Three Hundred Eleven Rupees and Ten Paise 46,475.30
b). G.I Pipe 20mm i/d Mtr 149.39 378.03 Three Hundred Seventy Eight Rupees and Three Paise 56,473.99
39 28.39(B) Providing & fixing 3 Layer PP-R (poly propylene random coploymer) pipes 9as per IS:15801-20080SDR 7.4 UV Stablized & antimicrobial fusion welded,having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polyproplyene random fittings i/c trenching refilling & testing of joints complete as per directions of engineer in charge.
e) PN-16 Pipe,40mm o/d Mtr. 106.71 310.46 Three Hundred Ten Rupees and Forty Six Paise 33,127.92
f) PN-16 Pipe,50mm o/d Mtr. 76.22 443.49 Four Hundred Forty Three Rupees and Forty Nine Paise 33,802.74
40 28.43 (b) Providing, fixing and jointing ISI Marked Gun Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. 20mm i/d gun metel peet valve. Each 4.00 592.77 Five Hundred Ninety Two Rupees and Seventy Seven Paise 2,371.09
41 30.74 (i) a Providing and fixing in position H.C.I. soil waste vent or antisyphonage pipes to I.S.I. specification of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of lead jointing Mtr. 150.00 2070.13 Two Thousand Seventy Rupees and Thirteen Paise 310,519.13
42 28.44 Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages comp
a). 15mm i/dBrass Ball Value Each 4.00 268.63 Two Hundred Sixty Eight Rupees and Sixty Three Paise 1,074.53
b). 20mm i/dBrass Ball Value Each 4.00 356.75 Three Hundred Fifty Six Rupees and Seventy Five Paise 1,426.99
43 28.45 Making connection with the existing G.I. branch main up to 40mm size pipe including cutting of existing pipe line, threading of pipe lines from both ends and fixing of G.I Tee etc. in the pipe line (including cost of G.I Tee) complete in all respects. Each 2.00 395.39 Three Hundred Ninety Five Rupees and Thirty Nine Paise 790.78
44 13.41 Providing and fixing cast iron 100mm dia rain water pipe with screw and wooden plugs fixed and wall face including filling joints with spun yarn and cement mortar 1:2 excluding head and shoes etc Mtr 27.44 1215.74 One Thousand Two Hundred Fifteen Rupees and Seventy Four Paise 33,358.69
45 13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2 Nos. 6.00 815.41 Eight Hundred Fifteen Rupees and Forty One Paise 4,892.45
46 13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2 Nos. 6.00 815.41 Eight Hundred Fifteen Rupees and Forty One Paise 4,892.45
47 13.45 Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 Nos. 6.00 100.08 One Hundred Rupees and Eight Paise 600.50
48 13.51 Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 Nos. 6.00 713.22 Seven Hundred Thirteen Rupees and Twenty Two Paise 4,279.32
49 13.55 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. Mtr 200.00 68.48 Sixty Eight Rupees and Forty Eight Paise 13,695.50
50 30.97 (A) Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -incharge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.
i). Triple Layer Tanks Litre 4,000.00 11.38 Eleven Rupees and Thirty Eight Paise 45,511.20
51 30.97 (B) Providing & fixing in position on terrace (at all floor levels) HDPE tank cover for water storage tanks of approved make (to the approval of Engineer -in-charge) complete in all respect.
i) For 1000 Ltr Capacity Tank and Above Litre 4.00 393.04 Three Hundred Ninety Three Rupees and Four Paise 1,572.16
52 30.99 (C ) Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. Litre 4.00 1943.64 One Thousand Nine Hundred Forty Three Rupees and Sixty Four Paise 7,774.58
53 30.25 (d) Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. Each 2.00 46849.15 Forty Six Thousand Eight Hundred Forty Nine Rupees and Fifteen Paise 93,698.29
54 13.82 providing & Fixing false celling at height upto 4 mtr integral densified calcium sillcate reinforced with fibre and natural filler false celling tiles of size 595x595mm of approved texture,design and patterns having NRC of .50 as per IS 8225:1987 Light reflectance of 85%. Sqm 266.22 1714.04 One Thousand Seven Hundred Fourteen Rupees and Four Paise 456,321.34
55 17.45 Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections conforming to Is: 733 and IS :1285 of Jindal, Hindalco, Mahavir orequivalent make approved by Engineer in Charge , fixed with rawl plugs and screws Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc.
a) For fixed portion and chawkhats Kg 510.37 370.83 Three Hundred Seventy Rupees and Eighty Three Paise 189,259.99
b) For shutters of doors,windows & ventilators including providing and fixing hings /pivots and labour for fixing of fittings Kg 709.23 387.69 Three Hundred Eighty Seven Rupees and Sixty Nine Paise 274,959.69
56 17.46(ii) Providing & Fixing 12mm Thick prelaminated particle board flat pressed Three Layer or gradedv wood particle board confirming to IS: 12823 grade I type II ,in panelling fixed in aluminium doors,windows shutters and partiotions frames with C.P brass/ stainless steel screws etc. Kg 19.98 1209.42 One Thousand Two Hundred Nine Rupees and Forty Two Paise 24,161.38
57 17.47 Providing & fixing glazing in aluminium door,window,ventilator shutters and partitions etc. With PVC Plug/neroprene gasket etc. Complete as per the architecture drawings and the directions of engineer in charge.(cost of aluminium anap beading shall be paid in basic rate)
(i) Float glass panes of .5mm thickness Sqm 66.64 1090.37 One Thousand Ninety Rupees and Thirty Seven Paise 72,667.85
58 17.48 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required,ambedding in floors and cover plates with brss pivot and single piece MS sheet outer box with slaide plate and with stainless steel Nos. 14.00 1961.62 One Thousand Nine Hundred Sixty One Rupees and Sixty Two Paise 27,462.64
59 17.49 (A) Providing and fixing aluminum sliding door bolts ISI marked (anadic coating not less than grade AC 10 as per IS:1868) 300mm x 16mm Nos. 55.00 209.65 Two Hundred Nine Rupees and Sixty Five Paise 11,530.56
60 28.7 B) B( C ) Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. Mtr 100.00 2579.30 Two Thousand Five Hundred Seventy Nine Rupees and Thirty Paise 257,930.00
61 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Lead 110 Km
i). 0 to 110 Km Cum 342.72 755.35 Seven Hundred Fifty Five Rupees and Thirty Five Paise 258,874.07
ii). (Less) 0 - 5 Km Cum 342.72 -204.93 Minus Two Hundred Four Rupees and Ninety Three Paise -70,232.38
62 5.2 (i) Carriage of fine sand lead (0 to 40 km. Cum 38.12 506.92 Five Hundred Six Rupees and Ninety Two Paise 19,323.79
i). (Less) 0 to 5 Km Cum 38.12 -204.93 Minus Two Hundred Four Rupees and Ninety Three Paise -7,811.79
63 Note Subtract the difference of cost involved in CSR rate & quarry rate Amritsar Distt.
i) 40mm i/d Cum 179.94 -245.23 Minus Two Hundred Forty Five Rupees and Twenty Three Paise -44,127.36
64 ii) 20mm i/d Cum 37.61 -256.41 Minus Two Hundred Fifty Six Rupees and Forty One Paise -9,643.63
2) Crushed Bajri
65 i) 13.2mm i/d Cum 36.87 -181.23 Minus One Hundred Eighty One Rupees and Twenty Three Paise -6,682.08
66 3) Coarse Sand Cum 114.38 6.72 Six Rupees and Seventy Two Paise 768.79
67 Ac Slip Less than Cement Bags 1,027.02 0.00 No Rupees and No Paise 0.00
68 i). Bricks Nos. 24,606.00 706.90 Seven Hundred Six Rupees and Ninety Paise 17,393.94
69 ii). Steel Qtl 13.73 1018.73 One Thousand Eighteen Rupees and Seventy Three Paise 13,989.21
G.Total: (Rs) (CSR items amount + 5.35 %) 5,155,227.43
Nihal Singhwala Town: Estimation for Drilling of Tube Well (04 No's x 100 Mtrs.)
Unit Cost :(Rs.in lakhs.) 26.01
S. No. CSR Ref. Description Unit Total Qty. Total Rate Amount
Excavation for Pits :
1 6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead up to 30 m. Cum 356.79 34.00 12131.00 12,131.00
(Digging of Pits of size 35' x 30' x 6'= 6300 cft = 6300 x 0.02831 = 178.40 cum )
Reverse Rotary Rig :
2 28.85E Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect
a Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL Mtr. 200 1,196.32 239263.20 239,263.00
Housing Pipe : (MS)
3 28.74 A 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.
(f) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 122 6,421.59 783433.98 783,434.00
Well Casing Pipe :
( e) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 30 6,421.59 192647.70 192,648.00
Well Screen Pipe :
4 28.75 A 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.
( w) 300mm Steel Strainer (slot size 0.75mm) 8.00 mm thickness Mtr. 40 18,700.68 748027.20 748,027.00
5 28.77 Supplying & fixing of M.S Clamp of size 150 mm X 12 mm 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. Each 2 2,673.23 5346.46 5,346.00
6 28.76 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.
( e) 300mm internal diameter Each 12 1,404.65 16855.78 16,856.00
Centering Guide :
7 28.89 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. Each 20 290.79 5815.80 5,816.00
8 28.79 A Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect
(e) 300mm internal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 10 4,552.21 45522.08 45,522.00
9 28.80 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.
(e) 300mm internal diameter Each 2 1,705.48 3410.96 3,411.00
10 28.78 Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. Each 2 577.63 1155.26 1,155.00
Develp. & Stabilz.of TW : (Air Compressor)
11 28.81 Development and Stabilizing of the tubewell 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.
(b) Capacity of Air compressor 500 cfm at 150 PSI Hour 32 5,178.31 165705.77 165,706.00
Develp. & Stabilz.of TW : (Submersible Pump)
12 28.82 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-in-charge. Hour 32 1,811.10 57955.14 57,955.00
Making Temporary Water Supply Arrangement :
13 28.86 Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore & packing of gravel
Depth of temporary bore up to 90 m. Mtr. 180 562.00 101159.80 101,160.00
Supplying of Gravel of 1/16" to 1/8" size :
14 28.88 Supplying at site of gravel 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetable manner as per IS : 4097/1967 with latest ammendments.( to be paid as per actual length of pipe) Cum 25.93 1,663.00 43121.37 43,121.00
Carriage of Materials :
15 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kanker and Building Rubbish, Earth.
Gravel : Lead distance from Lohand Khad : 174 km Cum 25.93 591.32 15332.85 15,333.00
Making Electric Logging of Borehole :
16 28.87 Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. Each 2 15,848.57 31697.14 31,697.00
Total amount after adding 5.35% : (Rs) 2,600,650.08
(Rs in lakh) 26.01
Total TWs required No. 10,402,600.33
Estimation of Pump Chamber for Tube Well
S.no. CSR ref Description Unit Total Qty (Rs) (Rs.)
Earthwork excavation :
1 6.6 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 meter depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edges of excavation and subsequent filling around masonary in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. cum 36.83 182.00 6703.59 6,704.00
2 10.8 Cement concrete 1:6:12
(b) With stone aggregate 40 mm gauge
ii mixing by mechanical means using concrete mixer volumetric type. cum 6.75 3,290.00 22208.29 22,208.00
Brick work in CM 1:7 :
3 11.1 (i) First Class burnt brick laid in cement sand mortar 1:7 in foundation and plinth. cum 25.65 4,886.00 125306.61 125,307.00
DPC 40 mm.thick :
4 10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg./sqm. Laid hot and sanded. sqm 7.91 331.00 2619.67 2,620.00
Brick Work in CM 1:5 :
5 11.6 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 29.07 5,151.00 149726.31 149,726.00
DPC 20 mm.thick :
15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.
7 10.20 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. cum 5.96 5,902.00 35194.17 35,194.00
Specially Moulded Brick work :
8 11.64 Extra for specially moulded brick work in circular work such as well shafts,circular sumps,pump chambers etc.in which specially moulded or cut bricks have to be used but for which no centering or supports are required upto 4.5 metre internal Diameter. cum 4.24 311.00 1318.64 1,319.00
Doors & Windows Shutter :
17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokescleats and cords etc. completeflies in position.(Single Leaf)
17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)
Aluminium Fittings :
17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles and screw etc.for these fittings.(Excluding sliding bolt)
11 (ii) For shutter area above 0.50 sqm sqm 14.76 111.00 1638.58 1,639.00
Iron Work for Grills :
12 18.4 Wrought iron and mild steel ladders,framed grills,grating etc.with ends of bars,riveted or welded or forged,framed window guards,barred iron doors,stair case,iron railing including cost of bolts and nuts or screws or welding rod,complete fixed in position. Qtl 0.78 9,140.00 7129.20 7,129.00
For Window Iron Grills.
Earth Filling :
13 6.8 (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kanker upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming,watering and consolidating lead upto 30 metres. cum 26.62 63.00 1676.86 1,677.00
18.1 Steel work ,fixed independently without connecting plates,including cutting,hoisting and fixing in position.
15 ( c) Tees, angles and channels. Qtl 0.14 5,930.00 824.03 824.00
Centering and Shuttering for Roof :
16 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 35.62 532.00 18948.70 18,949.00
Centering and Shuttering for Beam :
17 9.6 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 11.84 380.00 4499.20 4,499.00
Conglomerate Floor :
18 14.9 Conglomerate floor 40 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm.sand filling using mechanical mixer for mixing of material. sqm 57.93 708.00 41015.79 41,016.00
Floating Coat :
19 14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 57.93 29.00 1680.03 1,680.00
20 16.16 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 26.93 28.00 754.04 754.00
21 16.17 Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work.metallic or plastered concrete surface to give an even shade. sqm 92.03 66.00 6074.13 6,074.00
22 16.20 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 15.77 24.00 378.38 378.00
23 13.55 Cement concrete 1:2:4 gola 10 cm.x10 cm. concave quadrant along junction of roofs with parapet wall finished smooth where specially specified. m 30.72 65.00 1996.80 1,997.00
25 14.16 20 mm. thick grey polished skirting or dado consisting of bottom layer of 16 mm. thick cement sand plaster 1:3 and finished 3 mm.thick topping of neat cement rubbed and polished including rounding of junction with floors. sqm 18.94 566.00 10720.04 10,720.00
26 13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. sqm 26.66 720.00 19196.86 19,197.00
27 16.3 White washing (Three coat) sqm 26.94 15.00 404.10 404.00
28 29.35 Providing orange colour safety footrest of minimum 6 mm.thick plastic encapsulated as per IS : 10910 on 12 mm. dia. Steel bar conforming to IS : 1786 having minimum cross section as 23 mm.x 25 mm. and over all minimum length 263 mm.and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.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 withstand 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 230 x150 x75cm. cement concrete block 1:2:4 ( 1 cement : 2 sand: 4 stone aggregate) complete as per design. each 24.00 209.00 5016.00 5,016.00
Rain water pipe :
29 13.74 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) m 6.70 232.00 1554.40 1,554.00
28.12 Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe Lines as per IS:4985-2000, including specias such as tees,bends,sockets,elbows etc. cutting,testing ( including cost of specials) in the ground complete in all respects.
B UPVC Pipe 6Kgf/cm2
31 13.75 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 Coupling/socket :
32 13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket 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 bend each 4.00 84.00 336.00 336.00
33 16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 79.03 63.00 4979.06 4,979.00
Cement Primer :
34 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. sqm 180.22 21.00 3784.62 3,785.00
Exterior Paint :
35 16.13 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc. two or more coats to give an even shade. sqm 180.22 80.00 14417.60 14,418.00
Prepartion of Plastered Surface :
36 16.6 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. sqm 79.02 61.00 4820.22 4,820.00
37 13.45 Top Khurra 0.6 m.x 0.6 m. for rain water pipe in 25 mm. thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. No 2.00 95.00 190.00 190.00
38 18.18 Cold twisted deformed ( 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 R.C.C. including bending and binding, placing in position complete. Qtl 5.33 6,497.00 34616.02 34,616.00
2.96 cum @ 90kg/cum = 266.40 kg.
Steel Chowkats :
18.24 Supply Pressed Steel Frames ( Chowkats) consisting of 18 gauge (1.25 mm. thick steel sheet of the specified section),including iron lugs ( hold fasts),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.
39 (a) Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter. m 11.00 472.00 5192.00 5,192.00
40 (c) Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter. m 22.40 531.00 11894.40 11,894.00
18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
41 (b) Glass panes 4 mm. or 10.75 kg / sqm exceeding 0.4 sqm of area. sqm 4.64 598.00 2777.71 2,778.00
Ceiling Plaster :
42 15.43 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 27.31 184.00 5025.52 5,026.00
43 NS Providing & Fixing FRP dome opening of size 4'-6" x 4'-6". sqm 3.70 1221.00 4517.70 4,518.00
Construction of Gravel Pit :
45 28.64 Construction of Gravel Pit outside the Pump Chamber.(0.90 m.Dia.) as per standard design & drawings of public health department. Each 2 16,836.95 33673.90 33,674.00
Diff.Rates of materials :
49 Extra rate for OPC Cement Bags 199.00 28.42 5655.58 5,655.58
Carriage of materials :
5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth
CSR Items Amount : ( Rs) 739,564.00 750,218.00
Non - CSR Items Amount : ( Rs) 4,518.00 4,518.00
Addition of 5.35 % over CSR items Amount : ( Rs) 5.35% 39,566.67 0.05 40,136.66
CSR Items Amount + 5.35 % Addition + Non CSR Items amount : ( Rs) 783,648.67 794,872.66
(Rs in lakh) 7.84 7.95
Other Electrical Items- LT Panel etc. for Lab, Amritsar
Sr. No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)
Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:
1. Capital Works ' CSR based Items
A. LT Cables & Accessories:
1 34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):
Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-
(i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 10 152.13 One Hundred Fifty Two Rupees and Thirteen Paise 1,521.30
(iii) Overall size 16sq.mm (2 Core) Armoured (Loose) Metre 50 200.17 Two Hundred Rupees and Seventeen Paise 10,008.50
(xxxvi) Overall size 10sq.mm (4 Core) Armoured (Loose) Metre 500 222.18 Two Hundred Twenty Two Rupees and Eighteen Paise 111,090.00
(xxvii) Overall size 120sq.mm (3.5 Core) Armoured (Loose) Metre 40 971.7 Nine Hundred Seventy One Rupees and Seventy Paise 38,868.00
2 34.25 CABLE TRAY: 0.00
Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:- 0.00
(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 50 1066.35 One Thousand Sixty Six Rupees and Thirty Five Paise 53,317.50
(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 10 1455.73 One Thousand Four Hundred Fifty Five Rupees and Seventy Three Paise 14,557.30
3 34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: 0.00
4 34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- 0.00
(i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 25 100.08 One Hundred Rupees and Eight Paise 2,502.00
(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 20 257.05 Two Hundred Fifty Seven Rupees and Five Paise 5,141.00
5 34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections. 0.00
(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 2 77.12 Seventy Seven Rupees and Twelve Paise 154.24
(iv) Brass Gland for Aluminium cable 2/3/3.5/4 core size 10 sq. mm Each 20 104.93 One Hundred Four Rupees and Ninety Three Paise 2,098.60
(v) Brass Gland for Aluminium cable 2/3/3.5/4 core size 16 sq. mm Each 2 130.21 One Hundred Thirty Rupees and Twenty One Paise 260.42
(ix) Brass Gland for Aluminium cable 3/3.5/4 core size 95-120 sq. mm Each 2 251.58 Two Hundred Fifty One Rupees and Fifty Eight Paise 503.16
6 34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:- 0.00
(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 4 13.70 Thirteen Rupees and Seventy Paise 54.80
(ii) Aluminium thimble cable Core size 10-16sq.mm Each 84 14.75 Fourteen Rupees and Seventy Five Paise 1,239.00
(vii) Aluminium thimble cable Core size 120 sq.mm Each 8 45.30 Forty Five Rupees and Thirty Paise 362.40
B. Earthing: 0.00
7 34.13 (xiv) 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). 0.00
(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 6 5661.25 Five Thousand Six Hundred Sixty One Rupees and Twenty Five Paise 33,967.50
8 34.14 (i) Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimblewithsuitable size steel bolt,washers & double nut) with 30cmx 60cmx 2mm thick copper plate (made cylindrical) burriedbelowgroundlevel in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoaldustmixture(20kg.) including fixing the coppe rwire run through 20mm dia.G.I. pipe (A-Class) recessed in wall and in floore tc.,upto suitable Length in metre (including bore Length).G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mmx 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mmx300mmx300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi coveredwith cast iron lidhaving size 300mm x 300mm (Heavy) around the hole of excavation: 0.00
(a) Earthingwith 8SWG (4mmdia.) copper wire thimbledwith 30cmx 60cmx 2mm thickcopperplateburried4.50metre(14.76 feet) belowground level (up to8metre in Length)withG.I.pipe20mmdia. (A-class), 3metre long Each 4 8471.83 Eight Thousand Four Hundred Seventy One Rupees and Eighty Three Paise 33,887.32
9 34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 250 15.8 Fifteen Rupees and Eighty Paise 3,950.00
10 34.14 (viii) Bonding to existing earth with 8S.W.G. (4mmdia) copper wire behind casing or fixed with stapples on wall. Metre 250 110.62 One Hundred Ten Rupees and Sixty Two Paise 27,655.00
Capital Works 'CSR based Other Electrical Items (In Rs) 341,138.04
Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Other Electrical Items after adding 5.35% (In Rs) (A) 341,138.04
11 34.26 (A) AUTOMATIC VOLTAGE STABLIZER:
(v) Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided: Automatic voltage stablizer 7.5 KVA Each 2.00 12189.00 Twelve Thousand One Hundred Eighty Nine Rupees and No Paise 24,378.00
12 34.02 RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: 0.00
Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 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):- 0.00
(i) (b). Wiring fan point (With fan box) Nos. 20.00 1210.21 One Thousand Two Hundred Ten Rupees and Twenty One Paise 24,204.20
(ii). Wiring light point Nos. 80.00 762.47 Seven Hundred Sixty Two Rupees and Forty Seven Paise 60,997.60
iv). Wiring 6 Amp. wall socket point Nos. 60.00 618.93 Six Hundred Eighteen Rupees and Ninety Three Paise 37,135.80
v). Wiring 16 Amp. Plug control comprising wall socket point Nos. 20.00 371.36 Three Hundred Seventy One Rupees and Thirty Six Paise 7,427.20
13 34.07 SURFACE AIR CONDITIONER SUPPLY TERMINAL POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES): 0.00
ix) Supply and erection of air conditioner supply terminal point on surface on wall etc., complete with PVC boxes (Plastic on surface boxes) required for suitable number of modules (Modular accessories) for having 25Amp. combined/ universal Socket (shuttered) and modular motor starter 25Amp. (2 Module), covered with Frame Plate etc., & including the cost of above material and other petty material with necessary connections etc.:- Nos. 10.00 755.89 Seven Hundred Fifty Five Rupees and Eighty Nine Paise 7,558.90
14 34.15 SUPPLY AND ERECTION OF WIRING ACCESSORIES: 0.00
Supply and erection of switches, sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including fixing & connections and petty material etc.,:- 0.00
(xi) 6/10amp. One Way Modular Switch (One Module) Nos. 60.00 44.83 Forty Four Rupees and Eighty Three Paise 2,689.80
(xiii) 16/20amp. One Way Modular Switch with Indicator (One Module) Nos. 25.00 96.92 Ninety Six Rupees and Ninety Two Paise 2,423.00
(xvi) 16/20amp. Universal Modular Shuttered Socket (two Module) Nos. 20.00 121.15 One Hundred Twenty One Rupees and Fifteen Paise 2,423.00
B (XX) Supply and erection of RCBO'S (Residual Current Breaker Overload) for Earth leakage, overload and short circuit protection suitable for 240/415 volts 50 cycles AC supply with breaking capacity of 10kA as per IEC 61009 in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- R.S BO Four Pole, Nos. 40.00 4707.99 Four Thousand Seven Hundred Seven Rupees and Ninety Nine Paise 188,319.60
16 34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's: 0.00
xi) Supply and erection of sheet metal Double Door Distribution Boards IP 43-IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- TP&N vertical double door diatribution board 12 way each Each 10.00 10689.29 Ten Thousand Six Hundred Eighty Nine Rupees and Twenty Nine Paise 106,892.90
17 34.29 (A) GI PIPE POLES 0.00
Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia. confirming to IS:1239 (Part-I) 1979, including fixing up to a given depth below G/L, the hole of excavation about 30cm dia. and given depth to be filled in up to 15cm below G/L with 1:2:4 cement concrete including painting of pole with two coats of approved aluminium paint as required:- 0.00
iii) G.I. Pipe Pole 6.1 metre Long, Dia. 100mm, Planting Depth 120cm with Pit Depth 135cm. Each 2.00 7942.02 Seven Thousand Nine Hundred Forty Two Rupees and Two Paise 15,884.04
(B) ii)(f) Supply and erection of G.I. Pipe 40mm dia. (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105º, the bracket should be fixed on the top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect as approved by the Engineer-in-charge at site:- Each 2.00 1398.31 One Thousand Three Hundred Ninety Eight Rupees and Thirty One Paise 2,796.62
18 34.25 CABLE TRAY: 0.00
ii) Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:- 300mm x 50mm x 50mm thick (2mm thick) Mtr 200.00 1455.73 One Thousand Four Hundred Fifty Five Rupees and Seventy Three Paise 291,146.00
(CSR items amount + 5.35 %) (B) 774,276.66
G.Total: (Rs) (CSR items amount + 5.35 %) (A+B) 1,115,414.70
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