Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.2 LAccepted-AOC | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹18.6 L+₹1.0 L (5.95%)Rejected-AOC 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | 2 | Rejected-AOC 2nd | |
| 3 | 3₹18.6 L+₹1.1 L (6.13%)Rejected-AOC | 3 | Rejected-AOC 3rd | |
| 4 | 4₹22.8 L+₹5.2 L (29.6%)Rejected-AOC | 4 | Rejected-AOC 4th |
Tender Value
₹27 L
EMD Value
₹54,000
Closing Date
30 Nov 2023, 6:00 pmClosed
GE AF TUGHLAKABAD
GE AF TUGHLAKABAD SANGAM VIHAR PO NEW DELHI 110080
SPECIAL REPAIR/REPLACEMENT OF EXTERNAL WATER SUPPLY AND ALLIED WORKS AT SMQ, MAP ACCN AND OTMs AT 12BRD AND PROVN OF CHEMICAL EARTHING WITH CONNECTED ITEMS AT EAGLE COMPLEX AT 12BRD UNDER GE (AF) TUGHLAKABAD
2023_MES_622194_1
GE/TKD-60/2023-24
Open Tender
Civil Works - Others
Item Rate
180 days
GE AF TUGHLAKABAD
MES contractor enlisted having deposited Standing Security with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category
9 documents required · 9 mandatory
₹500
GE AF TUGHLAKABAD
₹54,000
Yes
24 Jan 2024
2 Nov 2023
2 Dec 2023
9 Nov 2023
30 Nov 2023
16 Nov 2023
Amount
Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth in soft / loose soil and getting out for removing / laying of pipe lines complete all as specified.
Returning and filling including spreading, levelling, watering and well ramming in layers not exceeding 25 Cm thick all as specified and directed by Engr-in-Charge.
Removing of surplus soil to a distance not exceeding 50 Mtrs and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specified.
M&L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in floor / hard-standing, surface finished even and smooth without using extra cement to match with the existing surface complete all as specified.
Dismantling and taking down unserviceable steel tubing and connection incl cleaning the same for re-fixing or removal with stop valves or gate valves complete all as speified and directed by Engr-In-Charge of the following sizes:-
15 mm dia
20 mm dia
25 mm dia
40 mm dia
50 mm dia
Supply, Laying, jointing and testing of GI tubing medium grade with all fittings such as bend, tee, elbow, union, reducer etc, laid in trenches complete all as specified and as directed at site by Engr-in-charge of the following sizes:- Note: (i) The laying and jointing of pipes are required to be carried out in short/long streches catering to specific requirements of a purticular quarter, building block or a group of blocks. (ii) Excavation & earth work shall be measured & paid seperately.
15 mm dia
20 mm dia
25 mm dia
40 mm dia
50 mm dia
Supply, Laying, jointing and testing of GI Pipe medium grade incl supply and fixing of all fittings such as bend, tee, elbow, union, reducer etc, laid on floor / walls etc complete all as specified and as directed at site by Engr-in-charge of the following sizes:- Note: (i) The laying and jointing of pipes are required to be carried out in short / long streches catering to specific requirements of a purticular quarter, building block or a group of blocks. (ii) Excavation & earth work shall be measured & paid seperately.
15 mm dia
20 mm dia
25 mm dia
40 mm dia
50 mm dia
Taking up cast iron water mains including all fittings with spigot and socket ends and lead joints including burning out joints and recovering lead of size 80 mm dia bore complete all as specified and directed by Engr-In-Charge.
S&F in replacement of cast iron pipes with spigot and socket ends centrifugally cast 80 mm dia size class LA, in any length laid in trenches including jointing materials complete all as specified and directed by Engr-In-Charge. Note: Earth work and CI fittings shall be measured and paid in separate item.
Taking up cast iron water mains including all fittings with spigot and socket ends and lead joints including burning out joints and recovering lead of size 100 mm dia bore complete all as specified and directed by Engr-In-Charge.
S&F in replacement of cast iron pipes with spigot and socket ends centrifugally cast 100 mm dia size class LA, in any length laid in trenches including jointing materials complete all as specified and directed by Engr-In-Charge. Note: Earth work and CI fittings shall be measured and paid in separate item.
S&F of CI fittings for spigot and socket pipes such as bends (any type, radius and angle), tapers any type, (straight, bend increasing, decreasing or double socket etc.), Tee pieces single branch, single branch ‘Y’ junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs upto 150 mm dia bore complete all as specified and directed by Engr-In-Charge.
M&L in repair for leakages of CI pipes with spigot and socket ends, de-watering of pipe lines and trenches, burning out joints to recover lead and making new lead joint with retrieved material and any additional quantity of lead required as per site requirement including all other materials such as spun yarn, fire wood etc complete all as specified and as directed for the following sizes. Note: Excavation & earth work shall be measured & paid seperately.
80mm dia
100mm dia
M&L in repair for run lead joint for cast iron water mains / fittings and finishing complete all as specified and directed by Engr-In-Charge for the following sizes :-
80mm dia
100mm dia
S&F in replacement of sluice valve class PN-1.6, heavy duty, both ends flanged with steel spindle & check nut, CI operating wheel and all nuts, bolts, washers, gaskets etc. complete all as specified and directed by Engr-In-Charge of the following sizes:-
80mm dia
100mm dia
S&F in replacement of Gun metal iron gate valve with iron wheel head, screwed both ends for iron pipe, ISI marked complete all as specified and directed by Engr-In-Charge for the following sizes :-
15 mm dia
20 mm dia
25 mm dia
40 mm dia
50 mm dia
S&F in replacement of 15 mm dia Ball brass valve, high pressure, with polythene float and flynut complete screwed for brass ferrule complete all as specified and directed by Engr-In-Charge.
S&F in replacement of 20 mm dia Ball brass valve, high pressure, with polythene float and flynut complete screwed for brass ferrule complete all as specified and directed by Engr-In-Charge.
S&F in replacement of 25 mm dia Ball brass valve, high pressure, with polythene float and flynut complete screwed for brass ferrule complete all as specified and directed by Engr-In-Charge.
S&F in replacement of 80 mm bore non return sluice valve ISI marked both end flanged suitable for cast iron pipe including all fittings washer, nuts & bolt etc complete all as specified and directed by Engr-In-Charge.
S&F in replacement of 100 mm bore non return valve ISI marked both end flanged suitable for cast iron pipe including all fittings washer, nuts & bolt etc complete all as specified and directed by Engr-In-Charge.
M&L in replacement for rotational moulded polyethylene water storage of capacity 5000 ltr (cylinderical verticle type with closed top) hoisted and fixed in position as spcified in SSR-I complete all as specified and directed by Engr-In-Charge.
M&L in replacement for rotational moulded polyethylene water storage of capacity 1000 ltr (cylinderical verticle type with closed top) hoisted and fixed in position as spcified in SSR-I complete all as specified and directed by Engr-In-Charge.
M&L in replacement for rotational moulded polyethylene water storage of capacity 500 ltr (cylinderical verticle type with closed top) hoisted and fixed in position as spcified in SSR-I complete all as specified and directed by Engr-In-Charge.
M&L in repair for construction of valve chamber in replacement 600 x 600 x 950 mm internal dimensions, 6 mm thick MS sheet cover with 2 Nos MS hinges welded to angle iron frame of 40mm x 40mm x 6 mm thick with lifting hook and locking arrangement complete with necessary earth work, brick work in CM (1:6), 230 mm thick, PCC bed (1:4:8) type D2 150 mm thick, cement plastering, finishing 15 mm thick in CM (1:4) and applying a coat of black bituminous paint to the steel surfaces including dismantling and removal of old unserviceble valve pit remains all as specified and directed at site. Old retrieved items of MS frame and MS sheet shall be deposited to MES store yard.
M&L in repair for construction of valve chamber in replacement 950 x 950 x 950 mm internal dimensions, 6 mm thick MS sheet cover with 2 Nos MS hinges welded to angle iron frame of 40mm x 40mm x 6 mm thick with lifting hook and locking arrangement complete with necessary earth work, brick work in CM (1:6), 230 mm thick, PCC bed (1:4:8) type D2 150 mm thick, cement plastering, finishing 15 mm thick in cement mortar (1:4) and applying a coat of black bituminous paint to the steel surfaces including dismantling and removal of old unserviceble valve pit remains all as specified and directed at site. Old retrieved items of MS frame and MS sheet shall be deposited to MES store yard.
De-watering by using pump as required and , removal of mud and settled silt including scrapping of complete inner surface with the help of wire brush etc and therefore cleaning by water and bleaching of the following OH tank / UG sumps.And apply two coat of white wash to all internal surface of wall and two coat of colour wash to all external surface including top surface and painting to oblitering labels shall be not less than 60x40 cm using black paint to match with existing dimension and writing particulars such as capacity of sump, date/ due date of cleaning etc useing white paint including disposal of mud silt etc obtained after cleaning up to 50 m away for Semi UG sump of capacity 50000 GLNS at Bani Camp complete all as specified and directed by Engr-In-Charge. Note: Rate includes for marking on tank, date of cleaning and due date of next cleaning.
Supply, fixing and testing of submersible electric driven pump and motor capacity 2.0 HP, 1 phase, 220 volts with outer di of pump not exceeding 40 mm having discharge capacity 20 L/min - 100 L/min at operating head range 120 - 30 mtr with both sides pipe connections without leakage with good finishing complete all as specified and directed by Engr-in-charge. Make: Havells, Cat Part No MHTCCB1602, Model No HRT4W16C20S or equivalent in KSB or Crompton
S&F copper strip of size 32 mm x 6 mm with all fixing arrangements such as clamps/MS screws/saddles/PVC gutka/ Brass Nut bolt/Porcelain insulator & washers etc complete all as specified and directed by the Engr-in-charge.
S&F copper strip of size 20 mm x 3.15 mm with all fixing arrangements such as clamps/MS screws/saddles/ PVC gutka/ Brass Nut bolt/Porcelain insulator & washers etc complete all as specified and directed by the Engr-in-charge.
M&L for copper brazing (welding) at site to connect loop copper earthing strip of any size after tightening by nut, bolt, washer, check nuts of brass complete all as specified and as directed by Engr-in-charge. Note: Copper brazing shall be done upto 20 mtr height. Necessary tool/plant and ladder required for working upto 20 mtr height shall be deemed to be included in the rate quoted for above item.
M&L in replacement of providing Chemical Earthing with copper earth plate 900 x 600 x 5 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc complete with alternate layer of salt crystal and charcoal and Magnesium sulphate crystal as specified below:- (a) The earth pit should be of minimum 12 ft depth and 4 ft width (b) The copper plate should be of 3 ft x 2ft and 5mm thick. (c) The copper strip should be of 32mm x 6mm dimensions (cross section) up to 7.5 mtr (d) The quantity used should be:- (i) Charcoal - 250 Kg (ii) Salt crystal - 200 Kg (iii) Magnesium sulphate crystal - 100 Kg (e) 3/4 inch dia GI pipe of enough length to reach just above copper plate fitted with funnel, meshed along with cap and running water should be provided for keeping the soil wet approx one mtr GI pipe be kept out side for connection of running water. (f) The pit shall be constructed in PCC 1:2:4 type B1 using (using 20mm grade stone aggregate) RCC slab shall be provided in RCC 1:2:4 type B-1 (using 20mm grade stone aggregate) 50 mm thick pit cover reinforced with 8mm dia TMT bars 75mm c/o both ways MS handle 12mm dia, PGI funnel wire mesh and GI watering pipe of 20mm bore (light grade) and earth lead protection pipe up to 7.5 mtr 50 mm bore (light grade) shall be including the item.
S&F in replacement of test point terminal block made of gun metal or phosphorus bronze of size 75 x 75 x 25 mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hexagonal head screw fixed inside cubical shape enclosure made out of CRCA sheet 2 mm thick with front detachable cover, anodized screws, cap washers 4 Nos to be mounted on wall with wooden plugs and screws 4 Nos duly painted inside and outside by two coats of aluminium paint over a coat of primer over all dimension of enclosure 200x150x100 mm (depth) complete all as specified and directed by Engr-in-charge.
S&F in replacement of lightening conductor air termination, single pointed copper rod of 12 mm dia, 300 mm long including fixing of MS clamps with nuts, bolts and screws complete all as specified and directed by Engr-in-charge.
MOHIT ENTERPRISES
OM ASSOCIATES
M/s R P Enterprises
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .