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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.4 LAccepted-AOC VILL BAREGAON PO CHAK CHAKA BAZAR DIST BARPE | BARPETA | ASSAM | 781301 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹41.0 L+₹1.0 L (2.59%)Rejected-Finance C O DR UMASHANKAR SHARMA RANGIYA TINIALI NEAR RAIL GATE POST RANGIYA DIST KAMRUP ASSAM PIN 781354 | KAMRUP | ASSAM | 781354 | L-2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L-3₹43.0 L+₹3.0 L (7.55%)Rejected-Finance P O RANGIA WARD NO 3 DIST KAMRUP ASSAM | KAMRUP | ASSAM | 781354 | L-3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L-4₹43.2 L+₹3.2 L (7.93%)Rejected-Finance | L-4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L-5₹43.2 L+₹3.2 L (8.05%)Rejected-Finance AT ROAD SANTIPUR GUWAHATI 781009 ASSAM | GUWAHATI | KAMRUP METRO | ASSAM | 781009 | L-5 | Rejected-Finance BEING L5 BIDDER |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
17 Jun 2024, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
REP TO SEWAGE LINE MANHOLE SEPTIC TANK DRAIN PATH AND CERTAIN OTHER WORKS
2024_MES_657511_1
8757/E8
Open Tender
Civil Works
Item Rate
180 days
RANGIA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Rangia
₹80,000
Yes
18 Jul 2024
3 Jun 2024
19 Jun 2024
3 Jun 2024
17 Jun 2024
11 Jun 2024
3 Jun 2024 - 7 Jun 2024
Amount
Dismantling of 300mm dia reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.
All as per Item No. 01 here-in-above, but for 450mm dia RCC pipe, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 01 here-in-above, but for 600mm dia RCC pipe, complete all as specified and as directed by Engineer-in-charge.
Dismantling of 100mm dia cast iron drain pipes, jointed in cement mortar and taking out of trenches, if required, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.
Demolition and breaking up of 100mm dia Salt glazed stone ware (SGSW) drain pipes set in cement mortar, complete all as specified and as directed by Engineer-in-charge. NOTE:- Excavation work shall be measured and paid separately.
All as per Item No. 05 here-in-above, but for 150mm dia SGSW, complete all as specified and as directed by Engineer-in-charge.
M&L for demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed by Engineer-in-charge.
Demolition of reinforced Cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-charge.
Demolition of Cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by Engineer-in-charge.
Dismantling posts or struts (wood, steel or R.C.C.) of any section, embedded in natural ground including taking out embedded portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 11 here-in-above, but for embedded in cement concrete, complete all as specified and as directed by Engineer-in-charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-charge.
M&L for Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge.
Rough excavation in soft/loose soil and getting out for shallow pit n. exc 1.5 m deep and spraying adequate quantity of bleaching powder inside the bottom pits and its walls as well over the sludge for hygienic condition, and spreading levelling in layers the excavated earth on the shallow pits to cover the sludge in the pit, complete all as specified and as directed by Engineer-in-charge. Note: Bleaching powder shall be measured and paid separately.
Supply & spreading of bleaching powder confirming to IS code and ISI marked brand complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.
Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.
M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, lintels upto 1.5m clear span, cills, steps; hold-fast block, filling in pressed steel frames, seismic and other similar bands etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s), complete all as specified and as directed by Engineer-in-charge.
M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) shelves and similar articles with plain faces and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item.
M&L for providing Pre-cast Reinforced Cement Concrete (nominal mix) 1:1.5:3 (20mm graded stone aggregate) type A-1, in fencing posts with sectional area exceeding 100 Sqcm but not exceeding 250 Sqcm including use and waste of Formwork as required/ordered at Site(s), complete all as specified and as directed. NOTE : Reinforcement will be measured and paid separately under relevant Item.
M&L for Providing precast cement concrete louvres and jallies, 40mm thick (measured solid), including all mouldings but excluding frame of Type B-0, 1:2:4 (12.5mm graded aggregate) set in cement morter 1:4, complete all as specified and as directed by Engineer-in-charge.
M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork, complete all as specified and as directed by Engineer-in-charge.
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge.
Add to or Deduct from Item No. 37 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement.
S&F of TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge.
S&F of mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, confirming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-in-charge.
S&F in-repair of 4.0mm dia GI Chain Link Fencing of 100x100mm Mesh to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire, Fixing bolts and rails (flat iron) shall deem to be included in the quoted Unit Rate (If/as required).
S&F in-repair of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire shall deem to be included in the quoted Unit Rate.
All as per Item No. 32 here-in-above, but for Fixing only in-repair, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 32 here-in-above, but for Restraining, resecuring, including making good staples etc. Only, complete all as specified and as directed by Engineer-in-charge.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built and set in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge.
M&L for Rendering (Internally) 10mm thick in cement morter 1:6 on fair faces of brick work, concrete surfaces, one side of lathing, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.
M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 in two layers on other than fair faces of brick work, concrete surfaces, other side of lathing, 5mm thick top layer mixed with WPC as per Manufactures instruction, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. NOTE: WPC shall be Measured and Paid as ‘Supply only’ under relevant Item.
Supply only Integral waterproofing compound, complete all as specified and as directed by Engineer-in-charge.
M&L for providing 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing 75 mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and fair, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing 25 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough, complete all as per specified and as directed by Engineer-in-charge.
M&L for Forming Constraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A', complete all as per specified and as directed by Engineer-in-charge.
M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 300x 200x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing Vitrified Ceramic heavy duty matt/stone finished coloured parking tiles, scratch/ stain resistant 10 to 12mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; including dismantling of existing old damaged paver block of any type, complete all as per specified and as directed by Engineer-in-charge.
M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, complete all as per specified and as directed by Engineer-in-charge.
M&L for 15mm thick Granite work (of any type, table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of Synthetic enamel paint (1st quality) of any tint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge.
M&L for providing 300mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 53 here-in-above, but for 450mm dia RCC NP-2 pipe, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 53 here-in-above, but for 600mm dia RCC NP-2 pipe, complete all as specified and as directed by Engineer-in-charge.
M&L for providing cement concrete 1:3:6, type C-2 (40mm graded aggregates) bed to 100mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 56 here-in-above, but for 150mm dia drain pipes, complete all as specified and as directed by Engineer-in-charge.
M&L for providing 100mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed, complete all as specified and as directed by Engineer-in-charge.
All as per Item No. 58 here-in-above, but for 150mm dia Salt-glazed stoneware drain pipes, complete all as specified and as directed by Engineer-in-charge.
S&F of 100mm dia Cast iron (sand cast) soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, complete all as specified and as directed. MAKE- BIC/ ISI marked
S&F of 100mm dia cast iron (sand cast) fittings such as branch pieces, Tee, bend (any redius), etc., complete all as specified and as directed. MAKE- BIC/ ISI marked
S&F in-repair of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
S&F in-repair of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
S&F in-repair of 150 mm internal diameter of double wall corrugated (DWC) high density polyethelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with and including all fitting & jointing material for sewage line and laid in trenches as specified in IS 16098-2013 part-2 complete all as per specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme/ Astral
S&F in-repair of 75mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
S&F in-repair of 110mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
S&F in-repair of 75mm dia PVC (SWR) junction single, (Single T) equal or unequal, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
S&F in-repair of 110mm dia PVC (SWR) junction single, (Single T) equal or unequal, complete all as specified and as directed by Engineer-in-charge. MAKE- Prince/ Supreme/ Kisan/ Prayag
M&L broken bricks Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells etc., complete all as specified and as directed.
M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge.
M&L for Cleaning of sewage line of any diameter and of any description including manholes by manually or other means, to clear the sludge/blockage inside the sewage line and manholes and will be flushing with water to drain out sludge etc. inside the sewage line from manhole to ease the flow of sewage including removing the sludge and re- fixing the manhole cover complete all as specified and as directed by Engineer-in-charge.
M&L for Cleaning of manhole including removal of sludge of any size and depth upto 0.75 meter complete all as specified and as directed by Engineer-in-charge.
Cleaning of manhole including removal of sludge of any size and depth from 0.75 meter to 1.50 meter complete all as specified and as directed by Engineer-in-charge.
M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for pipe of internal dia. 150mm, complete all as specified and as directed by Engineer-in-Charge.
Opening of blokage to nahni trap,WC, floor trap,exc including washing/cleaning upto Ist manhole complete all as specified and as directed by Engineer-in-charge.
Opening of blokage to gully trap,of WC outlet, including washing/cleaning upto Ist manhole complete all as specified and as directed by Engineer-in-charge.
Cleaning of septic tanks of any capacity with removing of sludges etc and carrying to a distance exc 100 meters but n.exc 250 meters and depositing in ditches and deposited with spreading and leveling of excavated soils in the ditches over the sludge, removing surplus soils to a distance n.exc 50m and supply and sprinkling bleaching powder over the area of ditches with one meter around complete all as per specified and as directed by Engineer-in-charge. (Note: Excavation and bleaching catered separately)
S&F in-repair of Rimless Single Piece WC With PP Soft Close Slim Seat Cover, Hinges, Dual Flush Cistern Fittings, Fixing Accessories And Accessories Set, Size: 370x690x750 mm, S Trap- 300 mm including connection to drain (or outgoing pipe) and antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. MAKE- Jaquar, Cat No.- CNS-WHT-853S300SPPSM or equivalent in Cera/ Parryware/ Hindware
S&F in-repair of Wash down water closet (Pedestal pattern) pan and S/P trap of 540x375x415mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. MAKE- Jaquar/ Cera/ Parryware/ Hindware / Prayag
S&F in-repair of vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. MAKE- Jaquar/ Cera/ Parryware/ Hindware / Prayag
S&F in-repair of 10 litre capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm dia, with and including making necessary connections, complete all as specified and as directed by Engineer-in-charge. MAKE- Jaquar/ Cera/ Parryware/ Hindware / Prayag
Supply, install and testing of LLDPE septic tank conventional design with top cover suitable for 10 Users (Appx 2000 ltrs) with and including earthwork in excavation, 150mm thick P.C.C. 1:4:8 (type D-2) for bed, making connections of inlet/ outlet/ Vent pipe, returning filling and removing of surplus soil at a distance of not exceeding 50.0m from site, complete all as specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme
All as per Item No. 82 here-in-above, but for 25 Users (Appx 5000 ltrs) LLDPE septic tank, complete all as specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme
M/S S.S. Construction
MUKUL CHOUDHURY
MS Gautam Construction and CO
BALEN DEWAN
OM CONSTRUCTIONS
M/S Rajkamal Enterprise
M/s SHARMA BUILDERS & ENGINEERS
PURBANCHAL BUILDERS
M/s Narzary Enterprise
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