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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC | ₹28.6 L | L1 | Accepted-AOC l1 bidder |
| 2 | L2₹29.5 L+₹91,389.61 (3.20%)Rejected-Finance MANPUR SUKHROU KOTDWAR DISTRICT PAURI GARHWAL UTTARAKHAND | KOTDWAR | PAURI GARHWAL | UTTARAKHAND | ₹29.5 L+₹91,389.61 (3.20%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹31.0 L+₹2.4 L (8.57%)Rejected-Finance | ₹31.0 L+₹2.4 L (8.57%) | L3 | Rejected-Finance L3 BIDDER |
| 4 | L4₹31.4 L+₹2.9 L (10.0%)Rejected-Finance | ₹31.4 L+₹2.9 L (10.0%) | L4 | Rejected-Finance L4 BIDDER |
| 5 | L5₹32.8 L+₹4.3 L (14.9%)Rejected-Finance | ₹32.8 L+₹4.3 L (14.9%) | L5 | Rejected-Finance L5 BIDDER |
Tender Value
₹44 L
EMD Value
₹1.3 L
Closing Date
6 Dec 2023, 12:00 pmClosed
EE RWD KOTDWAR
EE RWD KOTDWAR GAUTAM LANE KOTDWAR
Construction of Surface Parking at Paryatak Avas Grah Karnavashram Kotdwar
2023_RES_65742_1
907/18.11.2023
Open Tender
Civil Works - Buildings
Item Rate
270 days
KOTDWAR Karnavashram
AS PER NIT
1 document required · 1 mandatory
₹3,540
AS PER NIT
₹1.3 L
9 Jan 2024
23 Nov 2023
6 Dec 2023
23 Nov 2023
6 Dec 2023
23 Nov 2023
Amount
Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting ou
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level C.C 1:5:10
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -1:2:4 ( 1 cement:2 c sand:4 20 mm ballast)
12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5(1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red Sand Stone
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
Supply & installation of precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridge
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 80 mm as per drawing & Technical specification Clause 1504
Pointing with Cement mortar 1:3 on brick work as per technical specification
Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 IInd Layer
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means
JITENDRA BEBNI
M/S RAMESH SINGH BAHNDARI
M/S KULDEEP KUMAR
KARAN SINGH RAWAT
SANJAY KUMAR
CHIKARA CONSTRUCTION
VANI CONSTRUCTION CO
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finance_79358.pdf
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