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Tender ID
Tender Value
Refer Docs
Closing Date
13 Feb 2026, 5:00 pmClosed
Executive Engineer, D. W. and S. Div., Hazaribagh
Executive Engineer, D. W. and S. Div., Hazaribagh
The quotation is invited to ascertain and assess the Rate of Materials at par with lowest market rate for framing of Schedule of Rate under D.W. and S. Division, Hazaribagh
2026_DWSD_110148_1
e-quotation Notice No- 18/2025-26 (1st Call)
Open Tender
Civil Works
Works
30 days
Hazaribagh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
6 Feb 2026
6 Feb 2026
14 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority : Executive Engineer, Drinking Water & Sanitation Division, Hazaribagh
Name of Work : e-quotation for rate of Materials for Schedule of Rate Jharkhand.
Contract No : e-quotation Notice No-18/2025-26 (1st Call)
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Description and Identity Number Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE including Royalty and other taxes but excluding GST In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
Polythene water storage tank of mark (e.g sintex/sinter/himgiri / gangotietc)with cover and locking system. (M079) Per Liter Excess(+) Full Conversion INR
GI Pipe 50 mm dia (TATA or equivalent make) (M193) M Excess(+) Full Conversion INR
Jute (M337) Kg Excess(+) Full Conversion INR
G.M. Ferrules (M922)
(i) 8 mm dia Wt. not less than 400 gms Each Excess(+) Full Conversion INR
(ii) 10 mm dia Wt. not less than 400 gms Each Excess(+) Full Conversion INR
(iii) 15 mm dia Wt. not less than 400 gms Each Excess(+) Full Conversion INR
(iv) 20 mm dia Wt. not less than 600 gms Each Excess(+) Full Conversion INR
(v) 25 mm dia Wt. not less than 900 gms Each Excess(+) Full Conversion INR
Stop Cocks (M923)
(i) 15 mm brass stop cock wt. not less than 300 gms Each Excess(+) Full Conversion INR
(ii) 20 mm brass stop cock wt. not less than 400 gms Each Excess(+) Full Conversion INR
(iii) 25 mm brass stop cock wt. not less than 575 gms Each Excess(+) Full Conversion INR
(iv) 32 mm brass stop cock wt. not less than 850 gms Each Excess(+) Full Conversion INR
(v) 40 mm brass stop cock wt. not less than 1.15 kg Each Excess(+) Full Conversion INR
(vi) 50 mm brass stop cock wt. not less than 2.15 kg Each Excess(+) Full Conversion INR
(vii) 15 mm dia C.I. Body brass working part stop cock. Each Excess(+) Full Conversion INR
(viii) 20 mm dia C.I. Body brass working part stop cock. Each Excess(+) Full Conversion INR
(ix) 25 mm dia C.I. Body brass working part stop cock. Each Excess(+) Full Conversion INR
G.M. Full way Valve (M924)
(i) 15 mm dia wt. not less than 300 gms without wheel Each Excess(+) Full Conversion INR
(ii) 20 mm dia wt. not less than 400 gms without wheel Each Excess(+) Full Conversion INR
(iii) 25 mm dia wt. not less than 500 gms without wheel Each Excess(+) Full Conversion INR
(iv) 32 mm dia wt. not less than 700 gms without wheel Each Excess(+) Full Conversion INR
(v) 40 mm dia wt. not less than 1.0 kg without wheel Each Excess(+) Full Conversion INR
(vi) 50 mm dia wt. not less than 1.4 kg without wheel Each Excess(+) Full Conversion INR
(vii) 65 mm dia wt. not less than 1.8 kg without wheel Each Excess(+) Full Conversion INR
(viii) 80 mm dia wt. not less than 2.5 kg without wheel Each Excess(+) Full Conversion INR
G.M. NON RETURN VALVE VERTICLE (M925)
(i) 15 mm dia wt. not less than 150 gms Each Excess(+) Full Conversion INR
(ii) 20 mm dia wt. not less than 250 gms Each Excess(+) Full Conversion INR
(iii) 25 mm dia wt. not less than 375 gms Each Excess(+) Full Conversion INR
(iv) 32 mm dia wt. not less than 600 gms Each Excess(+) Full Conversion INR
(v) 40 mm dia wt. not less than 700 gms Each Excess(+) Full Conversion INR
(vi) 50 mm dia wt. not less than 1.0 kg Each Excess(+) Full Conversion INR
(vii) 65 mm dia wt. not less than 1.20 kg Each Excess(+) Full Conversion INR
(viii) 80 mm dia wt. not less than 1.50 kg Each Excess(+) Full Conversion INR
(ix) 100 mm dia wt. not less than 1.80 kg Each Excess(+) Full Conversion INR
G.M. Non Return Valve Horizontal (M926)
(i) 15 mm dia wt. not less than 150 gms Each Excess(+) Full Conversion INR
(ii) 20 mm dia wt. not less than 250 gms Each Excess(+) Full Conversion INR
(iii) 25 mm dia wt. not less than 375 gms Each Excess(+) Full Conversion INR
(iv) 32 mm dia wt. not less than 600 gms Each Excess(+) Full Conversion INR
(v) 40 mm dia wt. not less than 700 gms Each Excess(+) Full Conversion INR
(vi) 50 mm dia wt. not less than 1.0 kg Each Excess(+) Full Conversion INR
(vii) 65 mm dia wt. not less than 1.20 kg Each Excess(+) Full Conversion INR
(viii) 80 mm dia wt. not less than 1.50 kg Each Excess(+) Full Conversion INR
(ix) 100 mm dia wt. not less than 1.80 kg Each Excess(+) Full Conversion INR
(i) 15 mm dia G.M. bib cock wt. not less than 300 gms Each Excess(+) Full Conversion INR
(ii) 15 mm dia brass bib cock wt. not less than 400 gms Each Excess(+) Full Conversion INR
(iii) 15 mm dia C.I. bib cock wt. not less than 400 gms Each Excess(+) Full Conversion INR
(iv) 15 mm dia C.I. Body brass working part spray painted bib cock wt. not less than 400 gms Each Excess(+) Full Conversion INR
(v) 15 mm dia C.I. Brass pillar cock cock wt. not less than 400 gms Each Excess(+) Full Conversion INR
(vi) 15 mm C.I. Plug cock ordinary Each Excess(+) Full Conversion INR
(vii) 15 mm C.I. push cock ordinary Each Excess(+) Full Conversion INR
CHROMIUM PLATED BRASS FITTINGS (M928)
(i) C.P. Shower rose 100 mm dia Each Excess(+) Full Conversion INR
(ii) C.P. Shower rose 125 mm dia Each Excess(+) Full Conversion INR
(iii) P.V.C. Shower rose 150 mm dia Each Excess(+) Full Conversion INR
(iv) P.V.C Shower rose 125 mm dia Each Excess(+) Full Conversion INR
CONNECTION PIPE (M929)
(i) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. Each Excess(+) Full Conversion INR
(ii) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. Each Excess(+) Full Conversion INR
(iii) 15 mm dia x 30 cm. long PVC connection pipe with brass fittings. Each Excess(+) Full Conversion INR
(iv) 15 mm dia x 45 cm. long PVC connection pipe with brass fittings. Each Excess(+) Full Conversion INR
G.I. FITTINGS (CONFORMING TO I.S. -1879 ) ISI Marked (M930)
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[B] ELBOW OF THE FOLLOWING SIZES
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[C] TEE PLAIN OF THE FOLLOWING SIZES
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[D] REDUCING TEE PLAIN OF THE FOLLOWING SIZES (Taking larger dimension)
(i) 20 mm Each Excess(+) Full Conversion INR
(ii) 25 mm Each Excess(+) Full Conversion INR
(iii) 32 mm Each Excess(+) Full Conversion INR
(iv) 40 mm Each Excess(+) Full Conversion INR
(v) 50 mm Each Excess(+) Full Conversion INR
(vi) 65 mm Each Excess(+) Full Conversion INR
(vii) 80 mm Each Excess(+) Full Conversion INR
(viii) 100 mm Each Excess(+) Full Conversion INR
(ix) 125 mm Each Excess(+) Full Conversion INR
(x) 150 mm Each Excess(+) Full Conversion INR
[E] SOCKET PLAIN OF THE FOLLOWING SIZE (Taking larger dimension)
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[F] REDUCING SOCKET PLAIN OF THE FOLLOWING SIZES (Taking larger dimension)
(i) 20 mm Each Excess(+) Full Conversion INR
(ii) 25 mm Each Excess(+) Full Conversion INR
(iii) 32 mm Each Excess(+) Full Conversion INR
(iv) 40 mm Each Excess(+) Full Conversion INR
(v) 50 mm Each Excess(+) Full Conversion INR
(vi) 65 mm Each Excess(+) Full Conversion INR
(vii) 80 mm Each Excess(+) Full Conversion INR
(viii) 100 mm Each Excess(+) Full Conversion INR
(ix) 125 mm Each Excess(+) Full Conversion INR
(x) 150 mm Each Excess(+) Full Conversion INR
[G] UNION SOCKET OF THE FOLLOWING SIZES
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[H] PLUGS OF THE FOLLOWING SIZES
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[I] JAM NUTS OF THE FOLLOWING SIZES
(i) 15 mm Each Excess(+) Full Conversion INR
(ii) 20 mm Each Excess(+) Full Conversion INR
(iii) 25 mm Each Excess(+) Full Conversion INR
(iv) 32 mm Each Excess(+) Full Conversion INR
(v) 40 mm Each Excess(+) Full Conversion INR
(vi) 50 mm Each Excess(+) Full Conversion INR
(vii) 65 mm Each Excess(+) Full Conversion INR
(viii) 80 mm Each Excess(+) Full Conversion INR
(ix) 100 mm Each Excess(+) Full Conversion INR
(x) 125 mm Each Excess(+) Full Conversion INR
(xi) 150 mm Each Excess(+) Full Conversion INR
[J] G.I. NIPPLE OF THE FOLLOWING SIZES
(i) 15 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(ii) 20 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(iii) 25 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(iv) 32mm dia x 100 mm long Each Excess(+) Full Conversion INR
(v) 40 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(vi) 50 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(vii) 65 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(viii) 80 mm dia x 100 mm long Each Excess(+) Full Conversion INR
(ix) 100 mm dia x 100 mm long Each Excess(+) Full Conversion INR
[K] G.I. PIPES MIDIUM(Tata mark) OR EQUIVALENT as per IS-1239 (part-01)/2004 ISI Marked/Medium Quality
(i) 15 mm dia Meter Excess(+) Full Conversion INR
(ii) 20 mm dia Meter Excess(+) Full Conversion INR
(iii) 25 mm dia Meter Excess(+) Full Conversion INR
(iv) 32 mm dia Meter Excess(+) Full Conversion INR
(v) 40 mm dia Meter Excess(+) Full Conversion INR
(vii) 65 mm dia Meter Excess(+) Full Conversion INR
(a) Mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including C.P. brass revolving fittings 3 mm plywood board and C.P. hinges etc. to fix the mirror Each Excess(+) Full Conversion INR
(b) -do- 450 mm x 300 mm -do- Each Excess(+) Full Conversion INR
(a) Glass shelf 600 mm x 125 mm with C.P. brass rail (M932) Each Excess(+) Full Conversion INR
(b) -do- 450 mm x 125 mm -do- Each Excess(+) Full Conversion INR
(a) C.P. Brass towel rail 20 mm x 600 mm with bracket all complete (M933) Each Excess(+) Full Conversion INR
(b) Anodized aluminum 20 mm x 600 mm towel rail complete with brackets Each Excess(+) Full Conversion INR
C.P. brass soap dish medium quality with screw and hinges etc. (M934) Each Excess(+) Full Conversion INR
C.P. liquid soap solution holder (M935) Each Excess(+) Full Conversion INR
VITREOUS WHITE GLAZED INDIAN WATER CLOSET OF Hindustan / Parry Ware / Cera / Naycer or any other equivalent make (M936)
(a) 580 mm long Each Excess(+) Full Conversion INR
(b) 510 mm long Each Excess(+) Full Conversion INR
(c) 450 mm long Each Excess(+) Full Conversion INR
(d) 510 mm long White glazed fiber I.W.C Each Excess(+) Full Conversion INR
PAIR OF VETREOUS WHITE GLAZED FOOT REST OF Hindustan / Parryware / Cera / Naycer or any other equivalent make (M937) Each Excess(+) Full Conversion INR
15 liters capacity pull and let go high level C.I. cistern complete with ball cock and a pair of bracket (M938) Each Excess(+) Full Conversion INR
(a) 12.5 liters lowdown C.I. Cistern (M939) Each Excess(+) Full Conversion INR
(b) 10.0 liters capacity P.V.C. low design cistern Each Excess(+) Full Conversion INR
(a) White Glazed vitreous E.W.C with "P" trap or any other equivalent make. (M940) Each Excess(+) Full Conversion INR
(b) E.W.C with "S" trap 400 mm high of Hindustan / Parry ware / Cera / Naycear or any other equivalent make Each Excess(+) Full Conversion INR
(c) Black / white plastic seat for E.W.C -do- as above. Each Excess(+) Full Conversion INR
(a) White glazed vitreous earthen were urinal flat back of Hindustan / Parryware / Cera / Naycer or any other equivalent make 600 mm x 350 mm size. (M941) Each Excess(+) Full Conversion INR
(b) -do- squatting small 450 mm x 350 mm Each Excess(+) Full Conversion INR
(c) -do- squatting large 600 mm x 350 mm Each Excess(+) Full Conversion INR
(d) White glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm Hindustan / Parryware / Cera / Naycer or any other equivalent make Each Excess(+) Full Conversion INR
(e) Partition plate for urinal 25" x 13" size Each Excess(+) Full Conversion INR
(f) 5 liters C.I. automatic cistern with all P.V.C fittings Each Excess(+) Full Conversion INR
White glazed vitreous Wash Hand Basin 550 mm x 400 mm size of Hindustan / Parryware / Cera / Naycer or any other equivalent make. (M942) Each Excess(+) Full Conversion INR
White glazed vitreous earthen ware kitchen sinks of Hindustan / Parryware / Cera / Naycer or any other equivalent make (M943)
(a) Kitchen sink 600 mm x 450 mm x 200 mm (24" x 18" x 8") Each Excess(+) Full Conversion INR
(b) Kitchen sink 600 mm x 450 mm x 250 mm (24" x 18" x 10") Each Excess(+) Full Conversion INR
(c) Lab sink 450 mm x 300 mm x 150 mm (18" x 12" x 6") Each Excess(+) Full Conversion INR
(d) Lab sink 300 mm x 250 mm x 150 mm (12" x 10" x 6") Each Excess(+) Full Conversion INR
DRAIN BOARD. (M944)
(a) 600 mm x 450 mm (24" x 18") Each Excess(+) Full Conversion INR
(b) 525 mm x 450 mm (21" x 18") Each Excess(+) Full Conversion INR
H.C.I. Pipes (M945)
(a) 50 mm dia single socket 6'-0" (with ear weight 13 kg) Each Excess(+) Full Conversion INR
(b) 80 mm dia single socket 6'-0" (with ear weight 18 kg) Each Excess(+) Full Conversion INR
(c) 100 mm dia single socket 6'-0" (with ear weight 23 kg) Each Excess(+) Full Conversion INR
(d) 150 mm dia single socket 6'-0" (with ear weight 30 kg) Each Excess(+) Full Conversion INR
(e) 50 mm dia double socket 6'-0" (with ear weight 14 kg) Each Excess(+) Full Conversion INR
(f) 80 mm dia double socket 6'-0" (with ear weight 19 kg) Each Excess(+) Full Conversion INR
(g) 100 mm dia double socket 6'-0" (with ear weight 25 kg) Each Excess(+) Full Conversion INR
(h) 150 mm dia double socket 6'-0" (with ear weight 13 kg) Each Excess(+) Full Conversion INR
(i) 50 mm dia single socket 3'-0" (with ear weight 7.25 kg) Each Excess(+) Full Conversion INR
(j) 80 mm dia single socket 3'-0" (with ear weight 10.5 kg) Each Excess(+) Full Conversion INR
(k) 100 mm dia single socket 3'-0" (with ear weight 13.75 kg) Each Excess(+) Full Conversion INR
(l) 150 mm dia single socket 3'-0" with ear Each Excess(+) Full Conversion INR
(m) 50 mm dia single socket 2'-0" (with ear weight 5.35 kg) Each Excess(+) Full Conversion INR
(n) 80 mm dia single socket 2'-0" (with ear weight 8.00 kg) Each Excess(+) Full Conversion INR
(o)100 mm dia single socket 2'-0"(with ear weight 10.10 kg) Each Excess(+) Full Conversion INR
(p) 150 mm dia single socket 2'-0" with ear Each Excess(+) Full Conversion INR
(q) 50 mm dia single socket 1'-0" (with ear weight 3.4 kg) Each Excess(+) Full Conversion INR
(r) 80 mm dia single socket 1'-0"(with ear weight 5.50 kg) Each Excess(+) Full Conversion INR
(s) 100 mm dia single socket 1'-0"(with ear weight 7.60 kg) Each Excess(+) Full Conversion INR
(t) 150 mm dia single socket Each Excess(+) Full Conversion INR
H.C.I. FITTINGS. (M946)
(I) Plain bend of following size
(a) 50 mm dia (weight without ear and socket 2.75 kg) Each Excess(+) Full Conversion INR
(b) 80 mm dia (weight without ear and socket 3.5 kg) Each Excess(+) Full Conversion INR
(c) 100 mm dia (weight without ear and socket 4.5 kg) Each Excess(+) Full Conversion INR
(d) 150 mm dia (weight without ear and socket 4.5 kg) Each Excess(+) Full Conversion INR
(II) Bend with door with following size
(a) 50 mm dia (Wight without ear and socket 2.75 kg) Each Excess(+) Full Conversion INR
(b) 80 mm dia (Wight without ear and socket 4.00 kg) Each Excess(+) Full Conversion INR
(c) 100 mm dia -do- 5.5 kg Each Excess(+) Full Conversion INR
(d) 150 mm dia -do- Each Excess(+) Full Conversion INR
(III) Single Junction with door of followings sizes.
(a) 50 mm dia (weight without ear and socket 3.75 kg) Each Excess(+) Full Conversion INR
(b) 80 mm dia (weight without ear and socket 6.50 kg) Each Excess(+) Full Conversion INR
(c) 100 mm dia -do- 9.50 kg Each Excess(+) Full Conversion INR
(d) 150 mm dia -do- Each Excess(+) Full Conversion INR
(IV) Double junction with door of following sizes.
(a) 50 mm dia -do- 4.5 kg Each Excess(+) Full Conversion INR
(b) 80 mm dia -do- 7.00 kg Each Excess(+) Full Conversion INR
(c) 100 mm dia -do- 13.00 kg Each Excess(+) Full Conversion INR
(d) 150 mm dia -do- Each Excess(+) Full Conversion INR
(V) Heel rest bend of following sizes
(a) 50 mm dia Each Excess(+) Full Conversion INR
(b) 80 mm dia Each Excess(+) Full Conversion INR
(c) 100 mm dia Each Excess(+) Full Conversion INR
(d) 150 mm dia Each Excess(+) Full Conversion INR
(VI) Cowel of following sizes
(a) 50 mm dia (weight without ear and socket 2.25 kg) Each Excess(+) Full Conversion INR
(b) 80 mm dia (weight without ear and socket 3.25 kg) Each Excess(+) Full Conversion INR
(c) 100 mm dia (weight without ear and socket 3.25 kg) Each Excess(+) Full Conversion INR
(d) 150 mm dia -do- Each Excess(+) Full Conversion INR
(VII) 100 mm dia "P" trap (wt without ear and socket)8.5 kg Each Excess(+) Full Conversion INR
(VIII) 100 mm dia "P" trap (wt without ear and socket)8.8 kg Each Excess(+) Full Conversion INR
(IX) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg Each Excess(+) Full Conversion INR
(X) Pass over 50 mm x 150 mm for 50 mm projection Each Excess(+) Full Conversion INR
(XI) -Do- 100 mm x 150 mm for 100 mm projection Each Excess(+) Full Conversion INR
(XII) Inverted Junction single 100 mm x 50 (weight without ear and socket) 9.0 kg Each Excess(+) Full Conversion INR
(XIII) Inverted Junction double 100 mm x 50 mm x 50 mm (weight without ear and socket) 12.0 kg Each Excess(+) Full Conversion INR
(XIV) H.C.I. offset 80 mm projection of the following Size
(a) 50 mm dia (weight without ear and socket) 2.75 kg Each Excess(+) Full Conversion INR
(b) 80 mm dia -do- 3.50 kg Each Excess(+) Full Conversion INR
(c) 100 mm dia -do- 5.00 kg Each Excess(+) Full Conversion INR
(d) 150 mm dia -do- Each Excess(+) Full Conversion INR
(XV) H.C.I. Socket of following sizes
(a) 50 mm dia (weight without ear) 1.50 kg Each Excess(+) Full Conversion INR
(b) 80 mm dia (weight without ear) 3.00 kg Each Excess(+) Full Conversion INR
(c) 100 mm dia (weight without ear) 4.50 kg Each Excess(+) Full Conversion INR
(d) 150 mm dia (weight without ear) -do- Each Excess(+) Full Conversion INR
C.I. Cover with frame for manhole and inspection chamber. (M947)
(a) 600 mm x 450 mm size (wt. 39 kg) Each Excess(+) Full Conversion INR
(b) 600 mm x 450 mm size (wt. 25 kg) Each Excess(+) Full Conversion INR
(c) 500 mm x 450 mm size (wt. 25 kg) Each Excess(+) Full Conversion INR
C.I. Bracket pair for W.H.B. (M948)
(a) 550 mm x 400 mm size (22" x 16") Each Excess(+) Full Conversion INR
(b) -do- for 12.5 liter cistern Each Excess(+) Full Conversion INR
(c) -do- for 600 mm x 450 mm (24" x 18") sink Each Excess(+) Full Conversion INR
(d) 40 mm x 60 mm MS Plate bracket for sink as above Each Excess(+) Full Conversion INR
(a) 32 mm (1 1/4") C.P. Brass waste for W.H.B (M949) Each Excess(+) Full Conversion INR
(b) 40 mm (1 1/2") C.P. Brass waste for W.H.B for sink Each Excess(+) Full Conversion INR
(c) 32 mm (1 1/4") C.P. waste of white metal Each Excess(+) Full Conversion INR
(d) 40 mm (1 1/2") C.P. waste of white metal Each Excess(+) Full Conversion INR
(a) 32 mm (1 1/4") P.V.C. waste pipe 750 mm long (2'6" long) with brass Union for W H B (M950) Each Excess(+) Full Conversion INR
(b) 40 mm (1 1/2") P.V.C. waste pipe 750 mm long (2'6" long) with brass Union for W H B Each Excess(+) Full Conversion INR
32 mm (1 1/4") P.V.C. telescopic flush pipe with brass union for high level cistern (M951) Each Excess(+) Full Conversion INR
Rubber Inserttion 3 mm (1/8") thick (M952) Kg Excess(+) Full Conversion INR
Pig Lead (M953) Kg Excess(+) Full Conversion INR
Yarn (M954) Kg Excess(+) Full Conversion INR
Rubber Gasket for C.I pipe of Good quality (M955)
(a) 80 mm Each Excess(+) Full Conversion INR
(b)100 mm Each Excess(+) Full Conversion INR
(c)125 mm Each Excess(+) Full Conversion INR
(d)150 mm Each Excess(+) Full Conversion INR
(e)200 mm Each Excess(+) Full Conversion INR
(f)250 mm Each Excess(+) Full Conversion INR
(g)300 mm Each Excess(+) Full Conversion INR
(h)350 mm Each Excess(+) Full Conversion INR
(i)400 mm Each Excess(+) Full Conversion INR
(j)450 mm Each Excess(+) Full Conversion INR
(k)500 mm Each Excess(+) Full Conversion INR
(l)600 mm Each Excess(+) Full Conversion INR
(m)700 mm Each Excess(+) Full Conversion INR
(n)750 mm Each Excess(+) Full Conversion INR
(o)800 mm Each Excess(+) Full Conversion INR
(p)900 mm Each Excess(+) Full Conversion INR
(q)1000 mm Each Excess(+) Full Conversion INR
(r)1200 mm Each Excess(+) Full Conversion INR
Cotton waste (M956) Kg Excess(+) Full Conversion INR
Asbestos Suta (gland packing) (M957) Kg Excess(+) Full Conversion INR
Solvent Cement (M958) Kg Excess(+) Full Conversion INR
Hydrocloric acid (Sepecific gravity 1.20) (M959) Litre Excess(+) Full Conversion INR
CP & PVC Fitting (M960)
(i)32 mm dia C.P. Waste Each Excess(+) Full Conversion INR
(ii)32 mm dia PV C waste pipe 750 mm long with coupling Each Excess(+) Full Conversion INR
(iii)40 mm dia C.P. waste Each Excess(+) Full Conversion INR
(iv 40 mm dia PVC waste pipe 750 mm long with coupling Each Excess(+) Full Conversion INR
(v 100 mm dia steel jali Each Excess(+) Full Conversion INR
(vi)15 mm dia C.P. nipple with coupling (short pieces) Each Excess(+) Full Conversion INR
(vii)50 mm dia PVC pipe with coupling Each Excess(+) Full Conversion INR
Special type of C.P. Bath room fittings for V.I.P. buildings(JAL, Jaquar, Marc or equivalent mark) (M961)
(i) Pillar Cock (ISI) Each Excess(+) Full Conversion INR
(ii) Pillar Cock (Long neck) Each Excess(+) Full Conversion INR
(iii) Bib Cock (ISI) Each Excess(+) Full Conversion INR
(iv) Bib Cock (Long Thread) Each Excess(+) Full Conversion INR
(v) Angular Stop Cock Each Excess(+) Full Conversion INR
(vi) Angular Stop Cock (Long Thread) Each Excess(+) Full Conversion INR
(vii) Concealed stop cock reduce (ISI) Each Excess(+) Full Conversion INR
(viii) Concealed stop Cock heavy-duty extra adjustable wall flange Each Excess(+) Full Conversion INR
(ix) Long Body Bib Cock Each Excess(+) Full Conversion INR
(x) Swan Neck Tap with left hand Operating Knob Each Excess(+) Full Conversion INR
(xi) Central hole basin mixer (Best Quality) Each Excess(+) Full Conversion INR
(xii) Wall mixer with telephonic shower arrangement Each Excess(+) Full Conversion INR
(xiii) Wall mixer with provision for over head shower with elbow coupling and well flange Each Excess(+) Full Conversion INR
(xiv) Wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange Each Excess(+) Full Conversion INR
(xv) Sink mixer with swinging casted spout Each Excess(+) Full Conversion INR
(xvi) Sink Cock with swinging casted spout Each Excess(+) Full Conversion INR
(xvii) 4 - way diverter for concealed fittings Each Excess(+) Full Conversion INR
(xviii) Pressure adjustable shower with revolving joint Each Excess(+) Full Conversion INR
(xix) Telephone shower with flexible pipe Each Excess(+) Full Conversion INR
(xx) Flush Cock with wall flange (25 mm) Each Excess(+) Full Conversion INR
(xxi) Towel Rail 24" Each Excess(+) Full Conversion INR
(xxii) Towel Ring Each Excess(+) Full Conversion INR
(xxiii) Soap dish Each Excess(+) Full Conversion INR
(xxiv) Tumbler Holder Each Excess(+) Full Conversion INR
(xxv) Toilet Paper Holder Each Excess(+) Full Conversion INR
(xxvi) Glass Shelf 22" Each Excess(+) Full Conversion INR
(xxvii) Corner glass shelf with bracket Each Excess(+) Full Conversion INR
(xxviii) Flush Valve complete with 32 mm size control cock & flange Each Excess(+) Full Conversion INR
C.I Special & PVC Pipes (M962)
1. C.I double shocketted fittings bend such as bend, tee, taper,
(a) 80-200 mm Kg Excess(+) Full Conversion INR
(b) 250-700 mm Kg Excess(+) Full Conversion INR
(c) 700-1000 mm Kg Excess(+) Full Conversion INR
2. C.I double flange fittings such as tee, taper, tailpiece, bend etc
(a) 80-200 mm Kg Excess(+) Full Conversion INR
(b) 250-700 mm Kg Excess(+) Full Conversion INR
(c) 700-1000 mm Kg Excess(+) Full Conversion INR
Spare parts of Hand Pump
Hexagonal Bolt M12x1.75x40mm long common to Marks II & III (M963) Each Excess(+) Full Conversion INR
Hexagonal Nut M12x1.75mm (M964) Each Excess(+) Full Conversion INR
Washer M12 (2.5mm thick) (M965) Each Excess(+) Full Conversion INR
High tensile bolt M10x1.5x40mm long. (M966) Each Excess(+) Full Conversion INR
Nyloc Nut M10x1.5mm (M967) Each Excess(+) Full Conversion INR
Handle Axle (Stainless Steel) (M968) Each Excess(+) Full Conversion INR
Washer for Handle Axle (4mm thick) (M969) Each Excess(+) Full Conversion INR
Ball Bearing 6204 Z (M970) Each Excess(+) Full Conversion INR
Spacer for Handle. (M971) Each Excess(+) Full Conversion INR
Chain with coupling. (M972) Each Excess(+) Full Conversion INR
Hexagonal Bolt for front Cover M12x1.75mm long. (M973) Each Excess(+) Full Conversion INR
Nitrile Rubber cup washer for Mark – II & III (M974) Each Excess(+) Full Conversion INR
Nitrile Sealing ring Mark – II (M975) Each Excess(+) Full Conversion INR
Nitrile Rubber Seating Big for Lower valve Mark-II (M976) Each Excess(+) Full Conversion INR
Nitrile Rubber Seating Small for Upper valve Mark-II. (M977) Each Excess(+) Full Conversion INR
Hexagonal rod coupling M12x1.75x50mm long. (M978) Each Excess(+) Full Conversion INR
Pump Head Assembly (G.I.) with front cover, Bolt & third plate. (M979) Each Excess(+) Full Conversion INR
Front cover (G.I.) (M980) Each Excess(+) Full Conversion INR
Handle Assembly (G.I.) (M981) Each Excess(+) Full Conversion INR
(a) Water Tank Assembly for Mark – II (G.I.) (M982) Each Excess(+) Full Conversion INR
(b) Water Tank Assembly for Mark – III (VLOM-65) Each Excess(+) Full Conversion INR
Stand Assembly (G.I.) Normal. (M983) Each Excess(+) Full Conversion INR
Stand Assembly (Telescopic) (G.I). (M984) Each Excess(+) Full Conversion INR
Connecting Rod 3mtr. Long with coupling and nut (Electrogalvanized) (M985) Each Excess(+) Full Conversion INR
a) Cylinder Assembly complete set for Mark-II (M986) Each Excess(+) Full Conversion INR
b) Cylinder Assembly complete set for Mark-III (VLOM-65) Each Excess(+) Full Conversion INR
a) Upper valve Assembly complete set for India Mark-II (M987) Each Excess(+) Full Conversion INR
b) Upper valve Assembly complete set for India Mark-III (VLOM-65) Each Excess(+) Full Conversion INR
a) Lower valve Assembly complete set for India Mark-II (M988) Each Excess(+) Full Conversion INR
b) Lower valve Assembly complete set for IM-III Each Excess(+) Full Conversion INR
Reducer Cap for Cylinder Mark-II (M989) Each Excess(+) Full Conversion INR
a) Plunger Rod (S.S.) for Mark – II (M990) Each Excess(+) Full Conversion INR
b) Plunger Rod (S.S.) for Mark – III Each Excess(+) Full Conversion INR
Upper valve Guide (G.M.). (M991) Each Excess(+) Full Conversion INR
Rubber Seat Retainer for Mark-II (M992) Each Excess(+) Full Conversion INR
Third Plate for Head Assembly (Galanized) (M993) Each Excess(+) Full Conversion INR
Cylinder Body with brass liner for IM-II with reducer cap for Top and Bottom. (M994) Each Excess(+) Full Conversion INR
Gun Metal Spacer. (M995) Each Excess(+) Full Conversion INR
Check valve Guide Mark-II (M996) Each Excess(+) Full Conversion INR
a) Check Valve Seat for Mark – II (M997) Each Excess(+) Full Conversion INR
b) Check Valve Seat for Mark – III Each Excess(+) Full Conversion INR
Nitrile Rubber “O” ring (VLOM-65) (M998) Each Excess(+) Full Conversion INR
Push Rod for Mark – III (S.S). (M999) Each Excess(+) Full Conversion INR
Check Nut for Push Rod (S.S.). (M1000) Each Excess(+) Full Conversion INR
Nitrile Rubber Cup Washer for VLOM-50 (M1001) Each Excess(+) Full Conversion INR
Nitrile Rubber Sealing Ring for Mark – III VLOM-65 (M1002) Each Excess(+) Full Conversion INR
Nitrile Rubber Seating Big for Lower Valve MK-II (M1003) Each Excess(+) Full Conversion INR
Nitrile Rubber Seating Big for Lower Valve M-III VLOM-65) (M1004) Each Excess(+) Full Conversion INR
Nitrile Rubber Bobbin VLOM-50 (M1005) Each Excess(+) Full Conversion INR
Nitrile Rubber “O” Ring VLOM-50 (M1006) Each Excess(+) Full Conversion INR
Nitrile Rubber cone for VLOM-50 (M1007) Each Excess(+) Full Conversion INR
Nitrile Rubber cone for VLOM-65 (M1008) Each Excess(+) Full Conversion INR
Nitrile Rubber Centralizer 150mm for (VLOM-65). (M1009) Each Excess(+) Full Conversion INR
Nitrile Rubber Centralizer 125mm for (VLOM-65). (M1010) Each Excess(+) Full Conversion INR
Nitrile Rubber Centralizer 150mm for (VLOM-50). (M1011) Each Excess(+) Full Conversion INR
Nitrile Rubber Centralizer 125mm for VLOM-50 (M1012) Each Excess(+) Full Conversion INR
Nitrile Rubber Centralizer 100mm for VLOM-50 (M1013) Each Excess(+) Full Conversion INR
Water Tank Assembly Mark – III VLOM-50 (M1014) Each Excess(+) Full Conversion INR
Cylinder Assembly Complete set for Mark – III (VLOM-50) (M1015) Each Excess(+) Full Conversion INR
Upper valve Assembly complete set for IM-III (VLOM-50) (M1016) Each Excess(+) Full Conversion INR
Lower valve Assembly complete set for IM-III (VLOM-50) (M1017) Each Excess(+) Full Conversion INR
a) Upper Cap Cylinder Mark – III (VLOM-65) (M1018) Each Excess(+) Full Conversion INR
b) Upper Cap Cylinder Mark – III (VLOM-50) Each Excess(+) Full Conversion INR
a) Bottom Cap for Mark – III (VLOM-50) (M1019) Each Excess(+) Full Conversion INR
b) Bottom Cap for Mark – III (VLOM-65) Each Excess(+) Full Conversion INR
Follower for IM-III (M1020) Each Excess(+) Full Conversion INR
Cage for Mark-III (M1021) Each Excess(+) Full Conversion INR
S.S. Hexagonal Bolt M-6x25mm long. (M1022) Each Excess(+) Full Conversion INR
Basic rate of standard I.S.I. mark Deep Well Hand Pump for India mark-2, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. (M1023) Each Excess(+) Full Conversion INR
Basic rate of UPVC pipe 125mm dia conforming to I.S.I. latest revision is 12818/2016 CML No. 5543459 (M1024) Meter Excess(+) Full Conversion INR
Basic rate of 32mm G.I. pipe in 3 mtrs. Length (medium) with seamless socket as per relevent B.I.S. specification IS 1239(PART-I)/2004 (M1025) Meter Excess(+) Full Conversion INR
Providing and Supplying of ISI standard DI specials & fitting with sealing rubber gasket of SBR, complete with cast Iron follower gland & MS nut bolts coated or otherwise protected from rusting and suitable for DI pipescomplete as per IS-9523 class K-12 ( ex factory rates ) inspection charge transportation ,CP extra. (M1027)
100 -150 mm dia Kg Excess(+) Full Conversion INR
200-300 mm dia Kg Excess(+) Full Conversion INR
350-450 mm dia Kg Excess(+) Full Conversion INR
500-600 mm dia Kg Excess(+) Full Conversion INR
700 mm dia Kg Excess(+) Full Conversion INR
800 mm dia Kg Excess(+) Full Conversion INR
900 mm dia Kg Excess(+) Full Conversion INR
1000 mm dia Kg Excess(+) Full Conversion INR
1100 mm dia Kg Excess(+) Full Conversion INR
1200 mm dia Kg Excess(+) Full Conversion INR
100 -150 mm dia Kg Excess(+) Full Conversion INR
200-300 mm dia Kg Excess(+) Full Conversion INR
350-450 mm dia Kg Excess(+) Full Conversion INR
500-600 mm dia Kg Excess(+) Full Conversion INR
700 mm dia Kg Excess(+) Full Conversion INR
800 mm dia Kg Excess(+) Full Conversion INR
900 mm dia Kg Excess(+) Full Conversion INR
1000 mm dia Kg Excess(+) Full Conversion INR
1100 mm dia Kg Excess(+) Full Conversion INR
1200 mm dia Kg Excess(+) Full Conversion INR
RCC ESR (M1030)
Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging Consisting of columns, internal and External bracings spaced vertically not More than 4.5 metres centre to centre for ESR having capacity upto 500 cum and Not more than 6m c/c for ESR having Capacity above 500 Cum including Excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all Columns and Bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, Stainless Steel lader in contenor, C.I. manhole frame and covers, water level indicators,lightening conductor, G.I. pipe railing around walk way and top slab, providing stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti-termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting then ame of the scheme and other details on the reservoir as per the directions of Engineer In - Charge.
The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
The design shall satisfy the stipulations as per I.S. 1893 -1984 and I.S.13920/1993 for seismic force and I.S.-11682 / 1985 for R.C.C. staging of over head tanks.
For design having more than 6 columns, suitable bracing is obligatory.
Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imild steel bars will not be allowed
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral stair case for E.S.R. above 2 lakh litres capacity.
Staging shall have to bede signed with stresses of M-200 concrete for ESR. However all RCC construction should be donein M-250. Structures in contact with water shall be designed & casted in M-300
These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
75 % part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 M beyond outer face of outer most column ( Cost of pipe, specials and valves is taken as 10% of the cost of ESR as per table).
For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. / M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from in side and out side.
Below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5 % where SBC is more than 5MT / sqm and upto 10 MT / sqm. This % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only beused. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below :
12 to 16 M staging - 2% per metre
16 to 20 M staging - 3% per metre
20 M and above - 4% per metre
For 17 M staging height, percentage calculation will be like below :
For 21 M staging height, percentage calculation will be like below :
Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).
Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R.
Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender.
Rates for RCC ESRs
Upto 25,000 litres Litre Excess(+) Full Conversion INR
Cost of 25,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 25,000 upto 50,000 litres Litre Excess(+) Full Conversion INR
Cost of 50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 50,000 upto 75,000 litres Litre Excess(+) Full Conversion INR
Cost of 75,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 75,000 upto 1,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 1,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 1,00,000 upto 1,50,000 litres Litre Excess(+) Full Conversion INR
Cost of 1,50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 1,50,000 upto 2,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 2,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 2,00,000 upto 2,50,000 litres Litre Excess(+) Full Conversion INR
Cost of 2,50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 2,50,000 upto 3,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 3,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 3,00,000 upto 4,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 4,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 4,00,000 upto 5,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 5,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 5,00,000 upto 7,50,000 litres Litre Excess(+) Full Conversion INR
Cost of 7,50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 7,50,000 upto 10,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 10,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 10,00,000 upto 15,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 15,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 15,00,000 upto 20,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 20,00,000 litres capacity Job Excess(+) Full Conversion INR
RCC GSR AND SUMP (M1031)
Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications.
Anti –termite treatment shall be given for under ground portion of the structure.
The design shall be in accordance with various relevant I.S. specification (I.S.456/2000,I.S.875-1987,I.S.3370-1965 or revised.)
Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S.1139 shall be used.Grade- II M.S. bars shall not be used.
Entire structure shall be in M-300 only.
The scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.
The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.
The Job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If up lifts considered in design, then these rates shall be increased by 7.5%.
G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
For pipe diameters upto 300mm only CIpipes and CI specials shall be used. For pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside.
Cost of pump house is not included in these rates.
Above rates are applicable for Seismic Zones 2, 3 and 4.
75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.
10% shall be added for sump if over head pump house is proposed.
Note: Conditions from Sr.No.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C .GSRs and sumps.
Rates for RCC GSRs and Sumps
Upto 25,000 litres Litre Excess(+) Full Conversion INR
Cost of 25,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 25,000 upto 50,000 litres Litre Excess(+) Full Conversion INR
Cost of 50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 50,000 upto 75,000 litres Litre Excess(+) Full Conversion INR
Cost of 75,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 75,000 upto 1,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 1,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 1,00,000 upto 1,50,000 litres Litre Excess(+) Full Conversion INR
Cost of 1,50,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 1,50,000 upto 2,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 2,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 2,00,000 upto 3,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 3,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 3,00,000 upto 5,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 5,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 5,00,000 upto 10,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 10,00,000 litres capacity Job Excess(+) Full Conversion INR
Addforcapacityabove10,00,000upto15,00,000 litres Litre Excess(+) Full Conversion INR
Cost of 15,00,000 litres capacity Job Excess(+) Full Conversion INR
Add for capacity above 15,00,000 litres Litre Excess(+) Full Conversion INR
Note: 10% shall be added over the cost of GSR for sump where over head pump house is proposed.
Unconventional Water Treatment Plant (M1032)
Designing (aesthetically), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plant consisting of Civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, ceramic tiles for floring, Acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub-works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by Engineer-in-charge (turn-key job) works.
Aeration fountain
Inlet arrangements
Mixing channel with ventury flume and flow measuring arrangement
Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes
Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance
Rapid sand gravity filters - All valve shall be glandless.
Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping.
100 kg chlorine cylender for capacity upto 5MLD and Chlorine tonner for capacity above 5 MLD.
TCL solution tank with mixing, carrying and dosing arrangement with piping.
Bypass arrangement
External and internal electrification
Laboratory equipments
Wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2/m under head of 12m at under drain.
Wash water pumps with 100% standby
Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg / sqcm at the under drains (100 % standby). Air blowers shall be adopted for WTP having capacity more than 3 MLD only. Below 3 MLD capacity, Air blowers shall not be adopted.
Pure water sump of capacity equal to 1 hour pumping capacity.
Pure water pump house over the sump / by the side of sump.
Drainage arrangements
Sanitary block with necessary water supply and drainage arrangements and internal WBM roads.
These rates are applicable for seismic zones 2, 3 and 4.
Rates given below are inclusive of uplift pressure if any and dewatering during the entire work.
All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300.
Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed.
All the Structural Steel Works / Fabrications are to be provided with application of Hot Dip Zinc coating according to specification as per IS 4759:1996 (Reafirmed 2006).
Note: Conditions from Sr. No. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants.
Unconventional Water Treatment Plant
Fixed cost for 1 MLD P.Job Excess(+) Full Conversion INR
Add for capacity above 1 MLD upto 2 MLD P.MLD Excess(+) Full Conversion INR
Cost of 2 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 2 MLD upto 3 MLD P.MLD Excess(+) Full Conversion INR
Cost of 3 MLD treatment plant P.Job Excess(+) Full Conversion INR
Conventional Water Treatment Plant (M1033)
Designing (aesthetically), providing constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).
Aeration Fountain- Plan are a not less than 0.625 square metre per MLD
Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge)
Flash Mixer-Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec -1, vane mixer type conforming to I.S. 7090 of 1985.
Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes.
Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313-1982.
Rapid Sand Filter sand Filter House-Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width.
FilterSand-Effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75M, free board 50cm, gravel 0.45M in depth, sand and gravel conforming to I.S. 8491 (i)-77, back wash by air wash, stand ard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.
Wash Water Tank-Capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more.
Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby.
Air Blowers-Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4kg / sqcm at the under drains (100% standby).
Chemical House in Two Storeys
Ground floor to accommodate 7 days' alum requirement and sundry storage.
First floor to accommodate alum and lime tanks. etc.
Solution tanks-Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979.
Pure Water Sump and Sump House.
Capacity of sump – One hour of designed flow.
Pump House- Pump house of required size over the sump or by the side.
Store House-Suitable for alum storage of three months' requirement in monsoon with 10% extra capacity for other sundry articles.
Vacuum feed type Chlorinators- Make tobe approved by MJP.
Conforming to I.S. 10533 - A Part-II 1983
Rate for withdrawal
Temperature Kg. of Chlorine discharge Degree 'C' per day (Cylinders)
Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983.
100% standby shall be provided.
By pass arrangements - C.I. or M.S. pipes.
Disposal of waste from WTP: Safe disposal arrangement to near by Nala including cost of pipe
For WTP of Capacity 30 MLD and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary,rising main etc complete
Drainage arrangements – RCC pipes up to plot boundary.
Electrical installation – Both internal and external including entire plant area.
Laboratory equipment –As per requirement (to be specified during tendering).
Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld.
Administrative block and internal road-To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot.
Rates given below are inclusive of up lift pressure if any and dewatering during entire work.
All pipes condutes channels with20%overloading
These rates are applicable for seismic zones 2, 3 and 4.
All RCC structures shall be constructed in M-300.
Note: Conditions from Sr. No. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed).
Conventional Water Treatment Plant
Above 3 MLD to Upto 5 MLD P.MLD Excess(+) Full Conversion INR
Cost of 5 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 5MLD upto 10 MLD P.MLD Excess(+) Full Conversion INR
Cost of 10 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 10 MLD upto 20 MLD P.MLD Excess(+) Full Conversion INR
Cost of 20 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 20 MLD upto 50 MLD P.MLD Excess(+) Full Conversion INR
Cost of 50 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 50 MLD upto 100 MLD P.MLD Excess(+) Full Conversion INR
Cost of 100 MLD treatment plant P.Job Excess(+) Full Conversion INR
Add for capacity above 100 MLD P.MLD Excess(+) Full Conversion INR
GPT/HYGPT : Drilling by Rotary drill machine of size 300mm & 400mm dia with T.C. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of E/I (Basic rates) (M1034)
300 mm dia for GPT Meter Excess(+) Full Conversion INR
400 mm dia for HYGPT Meter Excess(+) Full Conversion INR
HYDT : Cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site (Basic rates) (M1035)
From 0-50 meter Meter Excess(+) Full Conversion INR
From 51-125 meter Meter Excess(+) Full Conversion INR
DT : Basic rates for 125/115 mm dia Drilled Tube-well for drilling in all kinds of soil and rock for installation of hand pump with DTH rig Machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of Engineer Incharge (Basic rates) (M1037)
Drillig upto 30 mtr Depth below G. L. in Rural Area Meter Excess(+) Full Conversion INR
Drilling beyond 31 mtr upto 60 mtr below G. L. in Rural Area Meter Excess(+) Full Conversion INR
Trenchless (M1038)
Installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation ,shoring / strutting etc manual shielded excation ,lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length )
from 900 mm to 1000 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
from 1000 mm to 1200 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above 1200 mm to 1500 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Installation of product pipe by Auger Boring method including making of entry and exit pits all related civil works like excavation ,shoring /strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length )
upto 300 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above300 mm to 450 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above 450 mm to 600 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above 600 mm to 900 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Installation of product pipe by Guided Auger Boring method including making of entry and exit pits all related civil works like excavation ,shoring /strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering -in - charge all complete exept the cost of the pipe average cover of 1.5 depth below GI ( upto 100 meter installation length )
upto 300 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above300 mm to 450 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above 450 mm to 600 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Above 600 mm to 900 mm dia
In Soft soil Meter Excess(+) Full Conversion INR
In Hard soil Meter Excess(+) Full Conversion INR
In sandy Soil Meter Excess(+) Full Conversion INR
In Stone Soil Meter Excess(+) Full Conversion INR
Providing and Supplying ISI Mark CI/ D/F reflux valves ( Non return Valves ) of following dia inspection charges unloading from railway wagon ,loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per IS 5312 Part I (1984) (M1039)
Without byepass arrangement - PN-1
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
700 MM Each Excess(+) Full Conversion INR
750 MM Each Excess(+) Full Conversion INR
800 MM Each Excess(+) Full Conversion INR
900 MM Each Excess(+) Full Conversion INR
1000 MM Each Excess(+) Full Conversion INR
1100 MM Each Excess(+) Full Conversion INR
1200 MM Each Excess(+) Full Conversion INR
With byepass arrangement - PN-1
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
700 MM Each Excess(+) Full Conversion INR
750 MM Each Excess(+) Full Conversion INR
800 MM Each Excess(+) Full Conversion INR
900 MM Each Excess(+) Full Conversion INR
1000 MM Each Excess(+) Full Conversion INR
1100 MM Each Excess(+) Full Conversion INR
1200 MM Each Excess(+) Full Conversion INR
Without byepass arrangement - PN-1.6
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
With byepass arrangement - PN-1.6
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
Providing double flange sluice valve ( Size 50 mm to 1200 mm ) confirming for IS - 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete .
With byepass arrangement - PN-1
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
700MM Each Excess(+) Full Conversion INR
750 MM Each Excess(+) Full Conversion INR
800 MM Each Excess(+) Full Conversion INR
900 MM Each Excess(+) Full Conversion INR
1000 MM Each Excess(+) Full Conversion INR
1100 MM Each Excess(+) Full Conversion INR
1200MM Each Excess(+) Full Conversion INR
Without byepass arrangement - PN-1
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
700MM Each Excess(+) Full Conversion INR
750 MM Each Excess(+) Full Conversion INR
800 MM Each Excess(+) Full Conversion INR
900 MM Each Excess(+) Full Conversion INR
1000 MM Each Excess(+) Full Conversion INR
1100 MM Each Excess(+) Full Conversion INR
1200MM Each Excess(+) Full Conversion INR
Providing double flange sluice valve confirming for IS - 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete FOR Rateincluding all taxes . .
Without byepass arrangement - PN-1.6
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
700MM Each Excess(+) Full Conversion INR
750 MM Each Excess(+) Full Conversion INR
800 MM Each Excess(+) Full Conversion INR
900 MM Each Excess(+) Full Conversion INR
1000 MM Each Excess(+) Full Conversion INR
1100 MM Each Excess(+) Full Conversion INR
1200MM Each Excess(+) Full Conversion INR
With byepass arrangement - PN-1.6
50 MM Each Excess(+) Full Conversion INR
65 MM Each Excess(+) Full Conversion INR
80 MM Each Excess(+) Full Conversion INR
100 MM Each Excess(+) Full Conversion INR
125 MM Each Excess(+) Full Conversion INR
150 MM Each Excess(+) Full Conversion INR
200 MM Each Excess(+) Full Conversion INR
250 MM Each Excess(+) Full Conversion INR
300 MM Each Excess(+) Full Conversion INR
350 MM Each Excess(+) Full Conversion INR
400 MM Each Excess(+) Full Conversion INR
450 MM Each Excess(+) Full Conversion INR
500 MM Each Excess(+) Full Conversion INR
600 MM Each Excess(+) Full Conversion INR
Design and Supply of V -wire screen laterals suitable for infiltration Galleryas per site condition and detail provided End connection suitable flange excluding taxes and transportation . (M1040)
Dia - 06 inch ( 150 mm ) Meter Excess(+) Full Conversion INR
ID - 153 mm OD -167 mm
Screen thickness - 07 mm
MOC - Low Carbon Galvenised steel
Length - 5 mtr.
Dia - 08 inch ( 200 mm ) Meter Excess(+) Full Conversion INR
ID - 205 mm OD -221mm
Screen thickness - 08 mm
MOC - Low Carbon Galvenised steel
Length - 5 mtr.
Dia - 10 inch ( 250 mm ) Meter Excess(+) Full Conversion INR
ID - 256 mm OD -276mm
Screen thickness - 10 mm
MOC - Low Carbon Galvenised steel
Length - 5 mtr.
Dia - 12 inch ( 300 mm ) Meter Excess(+) Full Conversion INR
ID - 306 mm OD -326 mm
Screen thickness - 10 mm
MOC - Low Carbon Galvenised steel
Length - 5 mtr.
Dia - 14 inch ( 350 mm ) Meter Excess(+) Full Conversion INR
ID - 338 mm OD -363 mm
Screen thickness - 12.5 mm
MOC - Low Carbon Galvenised steel
Length - 5 mtr.
Supplying all materials, labours, equipments for lowering 125mm dia blue UPVC casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site (Basic Rate). (M1041) Meter Excess(+) Full Conversion INR
Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction E/I (Basic Rate). (M1042)
Supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of E/I (Basic Rate). (M1043) Each Excess(+) Full Conversion INR
Supplying labour and equipments including 125mm dia G.I. Cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction E/I (The cap will be the property of department) (Basic Rate). (M1044) Each Excess(+) Full Conversion INR
Supplying all materials, labours, equipments for constructing P.C.C. (1:2:4) circular platform around drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design, etc. all complete including carriage of materials (Basic Rate). (M1045) Each Excess(+) Full Conversion INR
Supplying all materials, labours and equipments for constructing P.C.C. (1:2:4) drain as per UNICEF design etc. all complete including carriage of materials (Basic Rate). (M1046) Meter Excess(+) Full Conversion INR
Supplying extra Deep well Hand Pump Complete sets with Cylinder Assembly & Connecting Rod (12 Pcs) as per IS : 15500 Part-2/2004 (Basic Rate). (M1047)
Supply of 200mm dia x 3.00m long UPVC casing pipe conferming to IS : 12818 : 2016 (CML No. 5543459) latest revision including carrigae (Basic Rate). (M1048) Meter Excess(+) Full Conversion INR
Supply of 200mm dia ribbed Screen pipe conferming to IS : 12818 : 2016 (CML No. 5543459) latest revision including carrigae (Basic Rate). (M1049)
Supply of 125mm dia ribbed Screen pipe conferming to IS : 12818 : 2016 (CML No. 5543459) latest revision including carrigae (Basic Rate). (M1050) Meter Excess(+) Full Conversion INR
Supplying all tools, equipments and labour and lowering 32 mm dia medium quality G.I. pipe in drilled tube well in 3 Mtrs. Length all complete as per dirction E/I including carriage of materials (Basic Rate). (M1051)
Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I including carriage of materials (Basic Rate). (M1052) Each Excess(+) Full Conversion INR
Supplying all materials, labours and fixing India mark II Hand Pump with all accessories all complete job as per direction of E/I including carriage of materials (Basic Rate). (M1053) Each Excess(+) Full Conversion INR
Design, Supply, Installation testing & Commissioning of packaged water treatment plants (Unconventional type) of different capacity with (20 hours operation) comprising of lamella clarifier, Static Mixture Flocculation Tank (SMET), Multi grade filter (MGF) with best quality filter media, Lime/ coagulant/polymer dosing system hypo chloride dosing system, Raw water feed pump/clear water transfer pump (either or), sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with MCB panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer/ authorized distribution / authorized dealer conforming to relevant IS codes and certified by ISO-9001-2008 & 14001, It also include cost of civil foundation, including clarified water tank internal connecting pipe line from Raw Water inlet to CWR and applying internal epoxy paint on the supply equipment All the prices are exclusive of GST, Allied structure/items which are site specific such as external electrification, approach road, foot Bridge, cofferdam, compound wall, SCADA and automation, CWR pumps etc are to be considered extra. (M1054)
Packaged lamella clarified type WTP with MGF capacity in MLD.
Work-0.2 job Excess(+) Full Conversion INR
Work-0.3 job Excess(+) Full Conversion INR
Work-0.4 job Excess(+) Full Conversion INR
Work-0.5 job Excess(+) Full Conversion INR
Work-0.6 job Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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