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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹45.3 L+₹3.9 L (9.31%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹45.6 L+₹4.2 L (10.1%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SH SHAKTI SINGH RANAWAT L3 | RAGHAV CONSTRUCTION L2 | PRIYANKA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | (G Schedule Amount) Please Fill BOQ2 Total Amount | 1 | Nos | 21,63,940.07 ₹21,63,940.07 Lowest | 24,60,252.95 ₹24,60,252.95 | 22,52,309.25 ₹22,52,309.25 |
| 2.00 | (H Schedule Amount) Please Fill BOQ3 Total Amount | 1 | Nos | 23,98,500 ₹23,98,500 | 20,70,900 ₹20,70,900 | 18,93,000 ₹18,93,000 Lowest |
Tender Value
₹49.1 L
EMD Value
₹98,200
Closing Date
31 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Commissioner, Municipal Corporation, Bhilwara
Commissioner, Municipal Corporation, Bhilwara
ward no. 30 me sthit vibhinn parko me nirman karya evm ward me anya vikas karya (punh nivida)
2025_DLB_487438_1
NIT-09/2025-26 MCB BHILWARA CIVIL
Open Tender
Civil Works
Percentage
180 days
Bhilwara
Please refer Tender Document
4 documents required · 4 mandatory
₹500
Eazypay Link
₹98,200
Yes
10 Sept 2025
14 Jul 2025
4 Aug 2025
19 Jul 2025
31 Jul 2025
19 Jul 2025
Amount
(G Schedule Amount) Please Fill BOQ2 Total Amount
(H Schedule Amount) Please Fill BOQ3 Total Amount
Bidder Name
Amount
SH SHAKTI SINGH RANAWAT (GSTN-08ALDPR6167K1ZJ) BID ID -3258559
RAGHAV CONSTRUCTION (GSTN-NA) BID ID -3257505
PRIYANKA CONSTRUCTION (GSTN-NA) BID ID -3258397
Description of Work / Item(s)
Amount
P/F of interlocking reflective tiles of thickness not les than 60 mm as per site incharge in twocoloursof grade M-30 work i/c. Proper fixing of edges of tiles having recommended gaps between them i/c. sand of20 mm base. The tilesin oreder to as per Site Incharge.
Decoration & design of the wall by ornamental wood making art by using various colour chemicals cement and other material which look as wood made as per site requirement and as per enclose design. Complete in all respect as per direction of engineer i
Providing and laying mix of good earth (ihyh feV~Vh@ckyq½] River Sand, Saw Dust, Dung in required ratio including Spreading, compacting, watering as required complete as per specification of V.F.I. finishing all asspect & direction of engineer incharge.
Making ornamental ralling as per following speciication design. 2 Nos. vertical pole should be made in 1.0 mtr. Distance and 1.0 mtr. Height and also of 100mm thickness 2 nos cross pole shoule be made as per above specification 4 Nos 8 mm size brs should be used.
Providing and laying Accupressure tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 30x30 cm
Construction of Hut/Gajebo/ as per following and enclosed photograph circular platform at ground level goving overall dia not less then 4.60 mtr with 1.5 mtr. Width in annular shape footpath- plinthlevel area 17 sqm (Dai of circulat paltform not less than4.66 mtr) plinth geight 0.60 mtr From Ground level shouldbe in three Equal steps having rise 15 cm with on side gentle slope ramp having width 1.0 mtr and with and with side reling- Ist roof level height shoulb be notless then 3 mtr from plinth level total covered area of Ist roof level not less than 21.50 sqm- Roof should be made in frustum of cone shape having frustum height 0.60 mtr and thickness of roof slab should not be less than0.125 mtr 2nd roof shoulbe be made not less than 2.0 mtr dia at vottom with 0.60 mtr cone geight at center difference of level between both roof should be not less than 1 mtr with 6 noc RCC (m-20) circular columan gaving dia 0.23 mtr with required reinforcement from plnth level of support Ist roof levle having load bearing capacity of both roofs with required foundation the hut shoulb be faciliated with 12 No. Round sitting bench of 0.45 mtr width and 0.10 mte thick should be made in RCCof M-20 RCC work should be complet in M-20 with required reinforcement (Not less then minimum) as per relevant look of wooden finishing with ornamental plaster in rich mortar using while cement oxide color and banboo/Ball Design with Fianl finished intouchwood color (two or more coats) as per photograph enclosed with giving asthetic look . The job work should be bomplete as per directionof engineer incharege ans upto satisfaction of engineer incharge.
Making ornamantel gate as per site condition and direction of engineer in charge as per required reinforcement, RCC, Shuttering, enamal paint. having thickness as per requirement and speciication and design.
precast Cement concrete chair beenches ith back side of benches 1.5 feet ht. 6 feet long 1.5 feet width complete as per photograph as per direction / satistaction of engineer in charge
RAGHAV CONSTRUCTION (BID ID -3257505)
SH SHAKTI SINGH RANAWAT (BID ID -3258559)
PRIYANKA CONSTRUCTION (BID ID -3258397)
RAGHAV CONSTRUCTION (BID ID -3257505)
RAGHAV CONSTRUCTION (BID ID -3257505)
SH SHAKTI SINGH RANAWAT (BID ID -3258559)
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