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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹8.5 L (5.07%)Admitted-Finance OPP SHRI NAVNIKETAN H S SCHOOL CHHOLA KANCHI BHOPAL M P | BHOPAL | MADHYA PRADESH | 462010 | ₹1.8 Cr+₹8.5 L (5.07%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Raja enterprises L1 | NIHAL ENTERPRISES L2 |
|---|---|---|---|---|---|
| 0.00NOTE:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates. | |||||
| 1.00 | Lump sum price worked out by the tenderer for Building Works as listed in Schedule ‘A’ Part-I(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 1,18,00,000 ₹1,18,00,000 Lowest | 1,21,50,000 ₹1,21,50,000 |
| 2.00 | Lump sum price worked out by the tenderer for Excavation and Earth works as listed in Schedule ‘A’ Part-II(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 3,10,000 ₹3,10,000 Lowest | 3,25,000 ₹3,25,000 |
| 3.00 | Lump sum price worked out by the tenderer for Internal Electrification as listed in Schedule ‘A’ Part-III(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 28,500 ₹28,500 | 26,200 ₹26,200 Lowest |
| 4.00 | Lump sum price worked out by the tenderer for Internal Water Supply as listed in Schedule ‘A’ Part-IV(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 9,000 ₹9,000 | 8,560 ₹8,560 Lowest |
| 5.00 | Lump sum price worked out by the tenderer for External Electrification as listed in Schedule ‘A’ Part-V(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 2,61,000 ₹2,61,000 | 2,55,600 ₹2,55,600 Lowest |
| 6.00 | Lump sum price worked out by the tenderer for External Water Supply as listed in Schedule ‘A’ Part-VI(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 2,00,000 ₹2,00,000 Lowest | 2,10,000 ₹2,10,000 |
| 7.00 | Lump sum price worked out by the tenderer for Sewage Disposal as listed in Schedule ‘A’ Part-VII(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 12,000 ₹12,000 | 11,500 ₹11,500 Lowest |
| 8.00 | Lump sum price worked out by the tenderer for Road, Path and Culvert as listed in Schedule ‘A’ Part-VIII(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 2,90,000 ₹2,90,000 Lowest | 3,00,000 ₹3,00,000 |
| 9.00 | Lump sum price worked out by the tenderer for Area Drainage as listed in Schedule ‘A’ Part-IX(Ref pre-priced schedule attached separately) | 1 | Lump Sum | 1,70,000 ₹1,70,000 | 1,66,900 ₹1,66,900 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
16 Dec 2023, 6:00 pmClosed
Mr Bharat Singh Laspal, SE, CWE Bhopal
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF OVERHEAD TANK OF 50000 GALLONS CAPACITY WITH 18 METER STAGING ALONG WITH UNDERGROUND SUMP OF 75000 GALLONS CAPACITY AND PUMPHOUSE AT MES INSTLN AT SAUGOR UNDER GE SAUGOR
2023_MES_625544_1
83737/E8
Open Tender
Civil Works
Item Rate
365 days
SAUGOR
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE SAUGOR
₹2.2 L
Yes
26 Dec 2023
28 Oct 2023
18 Dec 2023
28 Oct 2023
16 Dec 2023
29 Nov 2023
28 Oct 2023 - 29 Nov 2023
Amount
NOTE:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates.
Lump sum price worked out by the tenderer for Building Works as listed in Schedule ‘A’ Part-I(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Excavation and Earth works as listed in Schedule ‘A’ Part-II(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Internal Electrification as listed in Schedule ‘A’ Part-III(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Internal Water Supply as listed in Schedule ‘A’ Part-IV(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for External Electrification as listed in Schedule ‘A’ Part-V(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for External Water Supply as listed in Schedule ‘A’ Part-VI(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Sewage Disposal as listed in Schedule ‘A’ Part-VII(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Road, Path and Culvert as listed in Schedule ‘A’ Part-VIII(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Area Drainage as listed in Schedule ‘A’ Part-IX(Ref pre-priced schedule attached separately)
Lump sum price worked out by the tenderer for Compound Wall, Fencing and Gate as listed in Schedule ‘A’ Part-X(Ref pre-priced schedule attached separately)
Schedule 'A' Part-XI(Dismantling)
Dismantling of RCC overhead tank of capacity 50000 gallons with staging of height greater than 18 metre and ladders and removing debris/ rubbish outside MD land complete all as specified and as directed.
Schedule 'A' Part-XII(Miscellaneous)
Supplying, laying, connecting, jointing and testing in trenches 150 mm nominal dia ductile iron pressure pipe for water mains, centrifugally cast, spigot and socket ends (for push on joints), class K9 in any length with external protection of Metallic zinc with finishing layer of bituminous paint and internal linings of Portland cement (with or without additives) mortar with seal coat, all as per IS 8329: 2000 and including materials and jointing with rubber gasket for WA type of application and hardness class 50 for bulb and hardness class 80 for heel all as per IS 5382: 2018 and IS 12820: 2004 complete all as specified and as directed.
M & L for auguring under road, pavement, hard standing, railway lines by trenchless technology using latest boring technique and necessary machine for insertion of reinforced concrete pipes, 300 mm internal diameter complete all as specified and as directed.
Supplying, laying, connecting, jointing and testing in trenches ductile iron fittings (special castings) (class K12 as per IS 9523: 2000) for ductile iron pressure pipe for water mains upto 250 mm nominal dia (spigot and socket and flange ends (for push on joints and flanged joints) with external coatings of Metallic zinc with finishing layer of bituminous paint and internal linings of Portland cement (with or without additives) mortar with seal coat, all as per IS 9523: 2000 and including materials and jointing with rubber gasket for WA type of application and hardness class 50 for bulb and hardness class 80 for heel all as per IS 5382: 2018 and IS 12820: 2004 for push on joints and rubber gasket as per IS 638: 1979 for flanged joints complete all as specified and as directed.
M & L for construction of new valve pit/chamber of size 1050 mm (Length) X 750 mm (Breadth) X 1000 mm (depth) including necessary earth work in any type of soil, PCC foundation M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate as in base concrete, brick work with sub class 'B' bricks, non-modular sizes as per IS 1077: 1992, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, cement plaster 20 mm thick internally in two coats of (15 mm and 5 mm) in cement mortar 1:4, 3 mm thick mild steel sheet of any grade and designation as per IS 513: 2008 and IS 10748: 2004 welded with angle iron (40 mm X 40 mm X 6 mm) frame of structural steel, frame welded with angle iron (50 mm X 50 mm X 6 mm) frame of structural steel, welded to flat iron of size 150 mm X 50 mm X 6 mm of structural steel, fixed with bolt of 16 mm dia anchored with plate of size 100 mm X 100 mm X 3 mm of structural steel, bolt and anchored plate embedded in 250 mm thick PCC coping in M15(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate, mild steel handle, grade E165 as per IS 15911: 2010 for structural steel with necessary, welding, riveting, bolting including painting exposed steel surfaces with two coats of bituminous paint and embedded surfaces of steel with two coats of tar, finishing exposed faces of concrete surfaces and plaster surfaces with three coats of white wash and all as per drawing No. CEBZ/TD/43/2011 Sheet No 1/1 of HQ CE Bhopal Zone complete all as specified and as directed.
M & L in repairs for non-rising stem type sluice valves having double flanged for connections of nominal pressure (PN 1.6) as per IS 14846: 2000 of preferred materials, nominal size 150 mm including nuts, bolts, packing sheets etc. complete all as specified and as directed.
M & L in repairs for non-rising stem type sluice valves having double flanged for connections of nominal pressure (PN 1.6) as per IS 14846: 2000 of preferred materials, nominal size 80 mm including nuts, bolts, packing sheets etc. complete all as specified and as directed.
Supplying, installing, testing and commissioning three phase, 415 V, 50 Hz monobloc pump of size 100 mm (suction) X 80 mm (delivery), 20 HP capacity, speed 3000 rpm, minimum discharge 30.4 litre per second for 26 metre head, cast iron impeller/diffuser, delivery casing, motor body, IP55 protection, class F of insulation, replaceable wearing parts etc. including suitable capacity TEFC motor as per model No. KDI-2050+ of M/s Kirloskar Brothers Limited or equivalent of Make mentioned under Appendix "B" including start delta starter of suitable capacity & suitable size connecting cable and including foundation with plain cement concrete in M15 (Nominal Mix) using 20 mm nominal size crushed stone aggregate with excavation, earth works etc. complete all as specified and as directed.
S & F cast iron foot valve, nominal size 100, swing type with single disc, flanged type, disc face made of synthetic rubber, strainer made of galvanised steel, conforming to IS 4038: 1986 complete all as specified and as directed.
Supplying, installing, testing and commissioning chemical dosing system comprising plunger type chemical dosing pump having discharge pressure of 10 kg/cm² and flow rate of 25 Litres/hour with accuracy of ±1%, made of PVC or PP materials coupled with three phase electric motor of capacity 0.5 HP, 1440 rpm, 415 V, including preparation cum storage tank with lib, level gauge water of capacity 150 litres, made of FRP including agitator with stainless steel sweep blade duly FRP coated coupled with single motor using combined gear & motor assembly, designed to prevents back flow and siphoning, self-priming and continuous dosing, adjustable output from 5% to 100% in 2.5% increments including mounting complete unit on structure made of hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 and painted with anti-corrosive paint complete all as specified and as directed.
S & F flanged reflux valve (non-return) of single door, swing check type nominal pressure (PN 1.6) of preferred materials as per IS 5312 (Part 1): 2004, nominal size 150 mm complete all as specified and as directed.
S & F flanged reflux valve (non-return) of single door, swing check type nominal pressure (PN 1.6) of preferred materials as per IS 5312 (Part 1): 2004, nominal size 80 mm complete all as specified and as directed.
Supplying, installing, testing and commissioning digital water level indicator with SCADA compatibility, wall mounted, fibre body, based on C Moss Technology complete all as specified and as directed.
S & F aviation obstruction light (LED) with aluminium air termination rod mounted on top dome of overhead tank of height not less than 30 metre height with fixing accessories connected to earth strip. Earth strip shall be fixed on wall surface on insulated spacers from top to bottom of overhead tank upto test point including electrical connection using copper wire of 1.5 sqmm upto switch board in and including PVC non metallic rigid conduit of 16 mm dia duly fixed on walls complete including testing after connections. Note: - Earthing strip shall be measured and paid separately.
Supplying, installing, testing and commissioning diesel engine driven generating set 30 kVA /24 kW (prime power), 415 volt, 50 Hz, 3 phase, 4 wire, at 1500 rpm, 0.8 lagging power factor including diesel engine, alternator, coupling, common base plate, acoustic enclosure, 12 V DC battery, AMF Panel. Exhaust system, foundation etc. complete all as specified and as directed. Note: - The emission limits for diesel engine driven generating set shall be as specified in Table 1 of the Environment (Protection) Third Amendment Rules, 2022.
NIHAL ENTERPRISES
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